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HomeMy WebLinkAbout1499 ro 0 PL CL ROAD o i —8' RUE - - 29' - LL z 0 o 0.5' I 5' 5.5' 4' -I- 14' - GENERAL NOTES: CONSTRUCTION NOTES: CURB RETURN DATA O z A. THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION & DEPTH OF EXISTING U11LI11ES PRIOR TO CONSTRUC11ON. O INSTALL CURB AND GUTTER PER CITY OF TIGARD STANDARD DETAIL 126. CURVE DATA TOP OF CURB ELEV. STREET STATION < O U w w 5:1 < LJJ B. BACKFILL NOTE: UNLESS NOTED OTHERWISE, PIPES UNDER PAVED SURFACE PC = J Occ CL MAX QDi REQUIRE GRANULAR BACKFILL. FOR PIPES OUTSIDE PAVEMENT NATIVE INSTALL 5.0' SIDEWALK PER CITY OF TIGARD STANDARD DETAIL 120 AT \ PC 171.55 P.C.10+41.68 LT 13.00' J V) C. O 1.5% "'i BACKFILL IS PERMITTED. SEE CITY OF TIGARD DETAIL 180, SHEET 28 O TIME OF HOME CONSTRUCTION. = 90°17'12" 1/4A 171.64 SW LONGSTAFF ST M o 1.6%-3.5% (VARIES) R 25.00' 1/2 171.77 _ - - E / /\/j /j /j /\/\� // / / C. LATERAL NOTES: UNLESS NOTED OTHERWISE, ALL LATERALS ARE TO BE 4" O INSTALL CENTERLINE MONUMENT PER TIGARD DWG NO 170 T = 25.13' 3/4� 171.86 78P.T LT 0 w \ \TER ' /\/\/\/\\/\\/\ LINE WITH BE MADE WITH SLOPE MANUOFACTURED�IEES. CONNECTIONS TO MAIN SEWER L = 39.40' PT — 171.80 9+SW 95 TH AVE 7 O m ~ \ \�j\ j �� � �j �j �j ����� \ \ j SCALE O < \ �\ �� ������\\ \\� \\\\� � � ��' D. ALL 2" x 4" STORM SERVICE CONNECTION MARKERS TO BE COLOR CODED *FOR COT DWGS 120 & 126 SEE SHEET 27 20 0 10 20 0 V) Q STRIP PER DETAIL N120 * INCH = 20T WHITE. FOR TIGARD DWG 170 SEE SHEET 28 2" OF LEVEL 2 1/2" DENSE HMAC CURB & GUTTER (GRIND & Ca OVERLAY) O SEE SHEET 21 FOR ADA RAMP DETAIL. = 0 H X LL PER DETAIL 126 I0 8" OF LEVEL 3 1/2" DENSE HMAC Q 12" COMPACTED SUBGRADE INSTALLED IN TWO LIFTS 2" OVER 6" CATCH BASIN DATA Q N H e- 5" AGGREGATE BASE COURSE OVER Z I- TOP LIFT OF HMAC SHALL BE COMPACTED TO 92% & 12" SUBBASE AGGREGATE SUB BASE COURSE SD CB 35D123C CWS DWG 300 Q U BOTTOM LIFT SHALL BE COMPACTED TO 91% OF RICE 12+30.63 17.00' L SW 95TH AVE DENSITY AS DETERMINED BY AASHTO T-209 I GRATE ELEV=174.85 174.73 12" GRANULAR BASE ROCK & LEVELING COURSE SHALL SW 95TH AVE 1 TL 200 I TL 201 I TL 202 I TL 203 ITL 31001 TL 2500 3 28NV L.FOUT=160.05 (W)169.90 BE DETERMINEDTBY AASHTO TTO 95% 18M00DIFIED PROCTOR AS TYPICAL SECTION I I I I 12" ASTM D3034 SDR 35 STORM - - - - - - - - - - I 1 © 0.50% 4.50% NOT TO SCALE - - - - - - - - - - - - - - - - - - - - - - - EXTEND EXISTING STORM SEWER SUBGRADE SHALL BE COMPACTED TO 95% OF WITH MATCHING PIPE TYPE, STANDARD PROCTOR ASTM T-99 OR EQUIVALENT. - - - - - Z c, xc xc XG XG XG SIZE & GRADE (i) °XOH *NOT FIELD VERIFIED* Z i XOH XOH" XOH XOH '� XOH XOH -XOH XOH XOH XOH XOH XOH XOH XOH XOH XOH XOH XOH XOH XOH_ XOH XOH XOH XOH SIDEWALK CONSTRUCTION XG—xstyXG XG XG XG XG XG XG XG XG XG XG XG XG XG XG 1— J Z XSD XSD XSD XSD XSD XSD S'W 9 • XSD XSD XSD—10+00.00, SW 95TH AVENUE= SD XSD XSD XSD XSD XSD xsD- CONSTRUCTION NOTES 0 Q LEGEND �X3g XSS ___ \ _ _ O 10+00.00, LONGSTAFF ST o 3 J W SIDEWALK TO BE CONSTRUCTED BY 12+50 I o• "Z 11 0 ` +�� — °�;- XSS Xsslo+50—Xss XSS o`' o+oo „�S cn 9+5o z a J SD CB 35D123C - Xss Xss Xss 12+40.89 16.59'L HOMEBUILDER ` SD CB 08B Q ` \ Q END CURB & GUTTER LJJ W U. a a �XW X\ X VW uw Xw Xw Xw XW W X Xw XW XW- MATCH EXISTING SIDEWALK TO BE CONSTRUCTED O �:� �\ � x Q 12+35.00 18.00'L 0 WITH PUBLIC IMPROVEMENTS ��__ _ _ / C ® can O ANGLE POINT CURB & GUTTER \wJ Q 9 DEDICATION '. ..1,.W.• :> • ..: xo /'0 � .. 12+39.06 26.001 I— — — _ _ : ..,_'= — _ —r .. _ —�- 4 - - — — —' d —4:* ED T OW ° /� cn © END SIDEWALK C r I I I SD01 \ T / ' — o) - - INSTALL BARRICADE © x COT DWG 192 Ce li- 0CI— In I I I I I _ I I ISEESH17 - �f x I I I I I I I , I I o . 1 ,� INSTALL PAVED SIDEWALK TIE-IN SD 08 ' 'C SEE SH 17 I , ,I !I It- N SEE SH 13 0 9+61.78 16.471 / / o 6? I I: I ® I BEGIN CURB & GUTTER AS B y lL T1 I I I I I I I ' p'"Q I E I I : �s II O PTCR I I I I I ,.. • 11 I. . . o o - xl 1 MATCH EXISTING 6 1 5 2022 . :: �. II / / SD-0 XG JC xc GRIND & OVERLAY EXISTING PAVEMENT O IN HATCHED AREA z n SEE SH 15 NOTEI x TL 10700 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 TRA o TL 5000 0 >1.....m I� �.' I I xi z AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, ., I I I I I I I . I: I.: * N I "l c FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL o INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE SW 95TH AVE- PLAN z IN DESIGN AND/OR CONSTRUCTION. zo Cl) SCALE: 1"=20' a_ z E E w J 190 190 z w J o � CD a- w IL 1- v� 0 I- 0 w z �i � oQz m U Q > z � 0 W wa_ w D z CC U E m Q ww � z Q (C) o r7) rn II i - � ° � ix 180 �o - > w IIIII \ 180 o N �I owH = o > 00 a - - _ - - zw0 V-iJ PROPOSED II °, - - - - - - - - - - - - N � � � + w TOP OF CURB � � EXISTING J - - - - - - _ GRADE II CENTERLINE �, --- _ ........_____________i + w GRADE 0 5 _------___ 1.37% — - o J cn ---------------- ---_-_-_-------- __ _ _ __ I I 1.25% - w - a o �I ------ ------------ I I --___ PI I I �j _ ro w N N E '—I —__ _I_ L ------- - - --- - - --- - - - _ z a) 0 o I I 170 ---- -- - - - _------ ----- I I --- _--- - - --- - --1 I I - - - - - - - - - - - - - - - - - — — — 170 Q 60 ,, ,, o I ----__- - -- --- \E) STG8" LUEXISTING 8" NRC DIP ---I--I---_____-- --------- it o -- --------______ ---- ---- - ___ -__-------- SANITARY SEWER WATERLINE I I ---------- > ~ 3 i - - - I I m Cn m o I co —I o EXISTING 18" PVC -- L J------ I _ - g STORM SEWER , -1 �- --- LP r L J--L J— _ 0, 160 160 CD CONTRACTOR TO TV INSPECT THE o EXISTING STORM SEWER PRIOR TO r PROFFs/ oBEGINNING SITE IMPROVEMENTS AND 4283�09 SUBMIT RESULTS TO THE CITY Lo o OREGON �D ,_ 13,.V. c) d- EXPIRES: 6/30/2023 N I 13+80 13+00 12+00 11 +00 10+00 9+00 SHEET o 14 V C•1 SW 95TH AVE - PROFILE OF c SCALE: H:1"=20' V:1"=5 32 46 cv CITY OF TIGARD CASE NO. PDR2020-00002 & SUB2020-00005 o -(5 1 I r<) o x - �' \ XSS XSS TL 100 X _ I TL 2400o SS-B IL 2500 I I I 0 IXG XG XG XG XG XG X X SEE SH 13 N o up I x Z • X I SCALE 3 _ _f _ _ - _ _ _ _ _ _ _ 20 0 10 20 O a 0 z © XSS \woo. `F XS' ASS -XSS XSS 0 XSS XSS XS -- G XSs XSs XSS XSS © XSS x XSS XSs XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS 0 / Z O X �� O' _ dSD CB 06C _ - _ _ _ _ _ _ _ _ _ _ _ - - - _ = O ED 1 INCH = 20 FEET Y V uJ • O Q X X X0 = . SD MH 07B _ SD CB 07D J - O pC CL OX 10+00.00, LONGSTAFF ST= sp SD MH 06B SD MH 05C \ 0 0 g0 - - - w = 10+00.00 SW 95TH AVE • LO GSTAFFST 0 _ _ 8 / Q D 10+50 SD SD-06�.11+oo SD SD SD-11+50;D SD SD SD 12+OOD SD SD SD-112+50)-<SD-07> SD SD 13+00> SD SD SD 13+501 SD SD SD 14+00 SD SD SD 14+50 SD \1L o w \ © 2AD O j / cc < o w Og w w w w , w- w w w w w w w w w w w w -w w w w w w w w w w w w w w w vr. _` Ov) JQQ7 1 IQ , CA) * , 4 . X �'®�O �0�y��®�row. Cana Qaeaaa. °<°a°a°a°a. °�°a°a°Q° °a°a°Qaa °<°aea°aa r x ci) x : c°<°i Taaai �. . �adeaiQaaaa^i°°<�aiaaa< ua/ °a°a°a°aaaa°,°°°<° `'����®���5�®®����� ®��������/ °'°°°° °°.� Ow O X cm sp,° SD CB 06D _..-_ . "�uti. _. �4, - ° - - - - a - -a - _ 4 - �' _ _ _ _ `� �i►��®�4. ���i! - - 1 iip J ~ Q O 0 si FIN " �► �a.��� ° • 0 / Q F- E� i - - - - - ���' - �' - - - - � - - - - - - - - - - - -- I< 00� h . % , I I I I I I I I I 1 \ I I = cn N SD-01 • ' I I \ OI I I II< x X5 ..'' SEESH17 0 I I O O O O 5 © I O (I) / x TRA • I SD-05 I cxn .. I I I I \� I SEE SH 16 / 9 1 10 1 11 1 12 13 I 14 I 15 1 16 1 17 1 18 I 19 ZO I 21 I 22 23 r I l LONGSTAFF ST & STORM LINES SD-06 & SD-07 - PLAN 2 z SCALE: 1"=20' Q 190 LOW PT. STA: 10+47.55 190 V) 0 a LOW PT ELEV: 171.41I.II O PVI STA: 10+40.00 HIGH PT. STA: 13+44.00 Z 173.33 PVI ELEV: 171.25 HIGH PT ELEV: < W U 0 K: 11 PVI STA: 13+44.00 z -IQ OUT PVI ELEV: 173.37 0 J LiD U 40' VC K: 30 0 Ua � o o � o � Y 30' VC _ OH- (n z 0 •1 CO 1 <• 0 O� 0 0 Z O � � z + + C. N C. N U) Z Z 0 rn 1- 0 00 O r6) 6 r') O z W O 5 o 5 N r i 0 zLLI W 18 0 �,� w COI 1 w wlij < I- > I- > Z � 18 0 LJJ (� a O O z X CC N W W W O CO O O J O W W rr) ~ J I N ' W > W N- 0 Q z O O W O I II i . W W O �/ Cid 0 0 0 0 J < 0 II EXISTING PROPOSED 4 II w 4rr) PROPOSED CENTERLINE CENTERLINE � > + w CENTERLINE GRADE GRADE w GRADE �' 0.50% O 0 e -0.50% W �,, - - - - 1.13% - - - - - - - - - - - - - - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- I I - - - - - - - - - - - - - -f� O Z 0 J J p 7 � o 170 r I -2.50% 170 Z 0 1---I-- 360.00 L.F. - I z < ' 48.34 L.F. I I 12" AWWA C900 I z I 12" AWWA C900 I I DR 25 STORM SEWER 8" WATERLINE _ -- I w 0i © 0.45% 0.45% I DR 25 STORM SEWER � -� J w v) 8" WATERLINE I I - - �, -1 E -_ z co _ -a-� - w - - -- -L__I EX 8" SANITARY a, 00 Cl) 01 L J O < CO0 ~cr) o o EX 8" SANITARY o < 0cn 160 0 � � 0 z � w" 000ww o � �n� � 160 o o w000fr''-.'- w o o •zc o o zz I� � ( 0 of r � _1 I- CtoO w _I U o W w wJ 0 ( � J W Z o • Q � � 0U � 0 Jo o 0 < -1 II 0Q II Q .ki m � N II 11 U 000 N II z11 zII p owe > z z nil-, 0 CI- 0 � O0 1� W - - > co (/) N II z z II CC 0_ ~ O � w I- 000 00I� W �_ ~ � •� wz z z �g � � oo owz z z �io � Op a,• wz z > o ,�, c¢n � co - moo � co - z_ UJ I- Q ' + g� - - Loci J + + + ± N N N CLASS "B" GRANULAR BEDDING/BACKFILL Ico ar,O + o o = N o LoOJ + O - OO N r)(n (_ � 0C - Z r7(nL_ 0 � � � I` U) Cdr'-) act - - COr7 CWS DWG 590 I o _10 N LoI z 10+00 11 +00 12+00 13+00 14+00 15+00 15+30 LONGSTAFF ST & STORM LINES SD-06 & SD-07 - PROFILE SCALE: H:1"=20' v:1"-5 CATCH BASIN DATA CONSTRUCTION NOTES GENERAL NOTES: 0 6 CL ROAD PL 35A152C A. THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION & �/� T - - INSTALL 13.00R q ci /-\ / SD CB 06C CWS DWG 300DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. a I- 16' WIDE 42' 8 PUE 10+47.55 12.00' L LONGSTAFF ST A w �' COMMERICAL DRIVEWAY a � � I GRATE ELEV=171.09 171.06 ENTRANCE - COT DWG 143 B. BACKFILL NOTE: UNLESS NOTED OTHERWISE PIPES UNDER PAVED D o o 6 15 2022 5' 13' - - 13' 5.5' 5' 0.5' 10" INV OUT=168.76 (SE)168.51 SURFACE REQUIRE GRANULAR BACKFILL. FOR PIPES OUTSIDE i 0w W N N Fo 2I I I / / 2 U 17.11 L.F. 11+23.07 13.00'L PAVEMENT, NATIVE BACKFILL IS PERMITTED. SEE CITY OF TIGARD a o o o 10" DIP STORM INSTALL 20' WIDE DETAIL 180, SHEET 28 Y w co o NOTE 5, 5.1 ® 1.34% 0.99% O DRIVEWAY ENTRANCE C. LATERAL NOTES: UNLESS NOTED OTHERWISE, ALL LATERALS ARE °o o AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, MAX COT DWG 142 TO BE 4" PVC WITH A MINIMUM SLOPE OF 2%. LATERAL m o +' 2.5% 1.5% 35A156C W E i w 1 FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL AX r5% -� f- 1 CONNECTIONS TO MAIN SEWER LINE TO BE MADE WITH it a w H LI 3 0 SD CB 07C CWS DWG 300 11+83.81 13.00'L MANUFACTURED TEES. 5 " a 3 7, INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE \/\/\/ /\ 14+82.50 12.00' R LONGSTAFF ST INSTALL 20' WIDE " " Z < m IN DESIGN AND/OR CONSTRUCTION. URB & GUTTER- - ����/��/�� / �/ �/ ��� GRATE 172.31 © D. ALL 2 x 4 STORM SERVICE CONNECTION MARKERS TO BE COLOR W 4 > ELEV=172.36DRIVEWAY ENTRANCE 'ER DETAIL 126 ��j\// //\/\/j /\/\/ /\ \/\/\/\/ / �\�\�/ \�\�\�\�� 10" INV OUT=170.02 (NW)169.76 COT DWG 142 CODED WHITE. 1" o �\.\\ , / /\ \/\\/\ � / / / �\\ \\ �\�\ \ \\ �\ 18.92 L.F. r STORM LATERAL TABLE 1/2" CURB & GUTTER SIDEWALK & PLANTERO SEE SHEET 21 FOR CURB RETURN DETAILS. lip 5 OF LEVEL 3 DENSE HMAC 10" DIP STORM 14+19.27 13.00 R PER DETAIL 126 STRIP PER DETAIL 120 © 0.50% 0.11 INVERT © DEPTH INSTALLED IN TWO LIFTS 2" OVER 3" O INSTALL 73' WIDE CONSTRUCT/ON NOTES: LOT STATION LENGTH TYPE SLOPE ASB PLUG ASB PLUG ASB 4" AGGREGATE BASE COURSE OVER TOP LIFT OF HMAC SHALL BE 35A153C COMMERICAL DRIVEWAY o LOT 9 0+26 LINE 07 35.00 LF 6" C-900 AWWA DR 25 1.0% 5.2% 168.9 170.5 4.2 2.1 _ COMPACTED TO 92% & BOTTOM LIFT SD CB 06D CWS DWG 300 ENTRANCE - COT DWG 143 O INSTALL CURB AND GUTTER PER CITY OF TIGARD STANDARD I� 12" COMPACTED SUBGRADE 12" SUBBASE AGGREGATE SUB BASE COURSE DETAIL 126. a LOT 10 0+54 LINE 07 35.00 LF 6" C-900 AWWA DR 25 1.0% 7.2% 169.0 171.3 4.0 _ 1.4 _ SHALL BE COMPACTED TO 91% OF 10+47.55 12.00' R LONGSTAFF ST = LOT 11 0+80 LINE 07 35.00 LF 6" C-900 AWWA DR 25 1.0% 5.3% 169.1 170.8 _ 3.9 2.0 SW LONGSTAFF STREET - TYPICAL SECTION RICE DENSITY AS DETERMINED BY GRATE ELEV=171.09 170.97 INSTALL ASPHALT INSTALL 5.0' SIDEWALK PER CITY OF TIGARD STANDARD DETAIL r„, „, ,,,,,,Fss o EMERGENCY VEHICLE 2 GINfFR O cip LOT 12 1+06 LINE 07 35.00 LF 6" C-900 AWWA DR 25 1.0% 2.4% 169.2 169.9 3.8 3.2 _ NOT TO SCALE AASHTO T-209 10" INV OUT=168.76 (NE)168.54 O 120 SEE SIDEWALK LEGEND \2 LOT 13 1+32 LINE 07 35.00 LF 6" C-900 AWWA DR 25 1.0% 1.0% 169.4 169.5 _ 3.8 3.8 19.72 L.F. E TURNAROUND $4283 `� Lo LOT 14 1+58 LINE 07 35.00 LF 6" C-900 AWWA DR 25 1.0% 0.4% 169.5 169.4 _ 3.8 3.9 GRANULAR BASE ROCK & LEVELING 10" DIP STORM SEE PLAN SHEET 21 CIINSTALL TYPICAL MH PER CWS DWG NO 010 ' LOT 15 1+84 LINE 07 35.00 LF 6" C-900 AWWA DR 25 1.0% 2.5% 169.6 170.2 _ 3.8 3.2 _ SIDEWALK CONSTRUCTION COURSE SHALL BE COMPACTED TO p 1.17% 0.96% OREGON 95% OF MODIFIED PROCTOR AS 14+84.00 21.00'R 21y13,1V LOT 16 2+10 LINE 07 35.00 LF 6" C-900 AWWA DR 25 1.0% 2.5% 170.7 170.4 3.8 3.2 LEGEND DETERMINED BY AASHTO T-180 35A155C END SIDEWALK CI INSTALL TYPICAL CATCH BASIN PER CWS DWG NO 300 �'Oy *� LOT 17 2+36 LINE 07 35.00 LF 6" C-900 AWWA DR 25 1.0% 0.3% 169.7 169.7 3.8 4.0 SD CB 07D CWS DWG 300 CD INSTALL BARRICADE W. HPN LOT 20 2+92 LINE 07 35.00 LF 6" C-900 AWWA DR 25 1.0% 2.4% 170.0 170.7 3.5 2.9 < SIDEWALK TO BE CONSTRUCTED BY SUBGRADE SHALL BE COMPACTED TO 14+82.50 12.00' L LONGSTAFF ST COT DWG 192 CI INSTALL TYPICAL STORM DRAIN LATERAL PER CWS DWG NO 520 EXPIRES: 6/30/2023 N LOT 21 3+19 LINE 07 35.00 LF 6" C-900 AWWA DR 25 1.0% 2.7% 170.1 170.9 3.2 2.2 ° HOMEBUILDER 95% OF STANDARD PROCTOR ASTM GRATE ELEV=172.36 172.36 1 ° 4 T-99 OR EQUIVALENT. 10" INV OUT=170.02 (SW)169.80 14+84.00 0.00' SHEET N LOT 23 3+60 LINE 07 35.00 LF 6" C-900 AWWA DR 25 1.0% 3.0% 170.6 170.9 2.4 2.5 SIDEWALK TO BE CONSTRUCTED 16.19 L.F. G END ROADWAY CI INSTALL CENTERLINE MONUMENT PER TIGARD DWG NO 170 0 WITH PUBLIC IMPROVEMENTS 10" DIP STORM O INSTALL BARRICADE 15 STORM LATERAL NOTE 0.50% 0.37% COT DWG 192 *FOR CWS DWG 010 SEE SHEET 28 OF ALL SANITARY LATERALS ARE TO BE OF THE SIZE MATERIAL AND MINIMUM SLOPE . b *FOR CWS DWGS 300 & 520 SEE SHEET 29 SHOWN IN THE CHART ABOVE & INSTALLED PER CWS DWG 520. *FOR TIGARD DWG 170 SEE SHEET 28 732 ALL 2"X4" STORM SERVICE MARKERS & PIPES ARE TO BE COLOR CODED WHITE. \ °� CITY OF TIGARD CASE NO. PDR2020-00002 & SUB2020-00005 ..... ro 0 0 I 0 Z in o CATCH BASIN DATA Q Z 0 CURB RETURN DATA O z 35D153CZ SD CB 05D CWS DWG 300 CURVE DATA TOP OF CURB ELEV. STREET STATION 20' 0 10' 20' 40' cn (. W w 1+86.46 7.00' R PRIVATE DR P.C. _ CONSTRUCTION NOTES � � J - O < CC 2 GRATE ELEV=171.35 171.26 © PC 173.01 2+65.99 LT 8.00' _ 10" INV OUT=167.50 (E)167.49 L = 90°18'44" 1/4 PRIVATE DR SCALE: 1" = 20' M 0 5.00 L.F. R = 5.00' 1/2 A 172.99 P.T. = 3+15.00 8.00'R w 10" AWWA C900 DR 25 STORM T = 5.03' 3/4L 2+60.99 LT 13.03' END PRIVATE DRIVE GENERAL NOTES: m i_ V) ce w CO? 1.77% 4.10% L 7.88' PT 173.08 PRIVATE DR ANGLE POINT - - - A STD CURB SOUTH A THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION & O D OO 0_ < O CURB & GUTTER EAST DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. O V) < (9 GUT ELEV=173.30 B. BACKFILL NOTE: UNLESS NOTED OTHERWISE, PIPES UNDER PAVED CC I- Q E � TC ELEV=173.36(E) SURFACE REQUIRE GRANULAR BACKFILL. FOR PIPES OUTSIDE CO ° I' I.. o vie TC ELEV=173.80(S) PAVEMENT, NATIVE BACKFILL IS PERMITTED. SEE CITY OF TIGARD = O X © I I.. I DETAIL 180, SHEET 28 (/) Q O 0 x I I I © I I I 1 © x ' �.�d o 3+15.00 8.00'L C. LATERAL NOTES: UNLESS NOTED OTHERWISE, ALL LATERALS ARE Q N 1 I 2 3 I 4 I S I 6 I I 8 ': ` :, 044 l,��►�i I v cn END PRIVATE DRIVE ' �' " TO BE 4" PVC WITH A MINIMUM SLOPE OF 2%. LATERAL �1' ����� '�� N OB ANGLE POINT STD CURB CONNECTIONS TO MAIN SEWER LINE TO BE MADE WITH Z ~ x po :.:: ®� SD-06 TC ELEV=174.20 MANUFACTURED TEES. Z U 03 3 SD-02 O SEE SH15 N X GUT ELEV=173.70OSEESH 17 D. ALL 2" x 4" STORM SERVICE CONNECTION MARKERS TO BE COLOR 1 1 SD WQMH 03B 1 O 1 0 I C �✓" 1 �f v © 1 xo - -, '*�° CO CODED WHITE. _1 I- - - - + - - - - - - - - _ �' =III �.C. � I NI 2+65.99 8.00E -ISD CB 05D 1 404 SD MHv05C I O PCCR Ox SEE SHEET 21 FOR CURB RETURN DETAILS. 3+00 SD SD SD-04 kDSD SD S -2+o0SD SD SD-05 Sa Si Si SD w'*sea, SD o TC ELEV=173.01 2 Z SD MH 046 SD-03 1 I I os 23' VEHICLE, PEDESTRIAN �e�+�A _ - N( GUT ELEV=172.51 eSEE SH 17 0ACCESS & UTILITY EASEMENT I I����� v I Q o I�������A►®���►..e.®.� -5��i'����j����O®,��1•�������` '���5 ® ' '����►��?��,�®�����i�����®�P���►v�'��;� ��ME '� �+ o , I PTCR.99 13.031 - ►:�C�3C�LC�:� - T - - = I ' 0 x TC ELEV=173.08CONSTRUCTION NOTES: ZO a-, �u 0 �*N�� © :::;` /� IIJ Ii I I x...I : ,� GUT ELEV=172.51 INSTALL CURB AND GUTTER PER CITY OF TIGARD STANDARD 4.®* 014' I I 1 I DETAIL 126. Q.7- 0 --XiX- o��®� �; 0...; ' I! I . l `. O o �/ I2+61.09 31.00'L INSTALL 5.0' SIDEWALK PER CITY OF 11GARD STANDARD DETAIL J �I uj 11 :�� . .l • : ill I ..... v ANGLE POINT O 120 4 \�-/ SD-07 x N OE 0 J e .s. . .--. 1 . U SEE SH 15 I I TC ELEV=173.78 O O INSTALL TYPICAL MH PER CWS DWG NO 010 Z W �\ .. :i i " _ u I I GUT ELEV=173.28 2+51.09 31.00'L LJJ III Q� O ANGLE POINT O INSTALL TYPICAL CATCH BASIN PER CWS DWG NO 300 OF TC ELEV=173.58 W I. O a GUT ELEV=173.08 O5 INSTALL TYPICAL STORM DRAIN LATERAL PER CWS DWG NO 520 > co PRIVATE ST & STORM LINES SD-04 & SD-05 - PLAN PATH ELEV=172.83 O &INSTALL 3/4" CURB AND GUTTER PER CITY OF 11GARD STANDARD W SCALE: 1"=20' 2+51.00 13.50'L DETAILS 126 142. Ce TC ELEV=173.53 CO OPATH ELEV=172.78 *FOR CWS DWG 010 SEE SHEET 28 E < CO GUT ELEV=172.28 *FOR CWS DWGS 300 & 520 SEE SHEET 29 > W *FOR TIGARD DWG 170 SEE SHEET 28 Z w 2+50.97 8.00'L LL - 190 190 ANGLE POINT a J 0_ O TC ELEV=173.45(E) Lu TC/SW ELEV=172.70(N) Z > GUT ELEV=172.20 STORM LATERAL TABLE z > LOW PT. STA: 1+86.45 HIGH PT. STA: 1+10.53 o INVERT DEPTH © o w LOW PT ELEV: 171.53 HIGH PT ELEV: 172.41 w 1+41.38 8.00'R LOT STATION LENGTH TYPE SLOPE ASB PLUG ASB PLUG ASB z o E PVI STA: 2+50.00 PVI STA: 1+75.00 PVI STA: 1+15.00 ~ O END CURB TRANSITION I Q LOT 1 0+78 LINE 04 26 LF 4" PVC ASTM D3034 SDR 35 2.0% 9.2% 169.0 170.4 4.8 3.4 w iroLj+ PVI ELEV: 171.92 PVI ELEV: 171.40 PVI ELEV: 172.51 > .1 TC ELEV=171.86 E LOT 4 0+05 LINE 04 26 LF 4" PVC ASTM D3034 SDR 35 2.0% 3.1% 168.0 168.1 4.5 4.6 0K: 17 K: 20 K: 11 GUT ELEV=171.82' m LOT 5 0+05 LINE 05 26 LF 4" PVC ASTM D3034 SDR 35 2.0% 7.8% 168.0 169.5 4.5 3.3 z z o30 VC 50 VC 30 VC 0 0 0 0 or, o co o r� o co z 1+40.38 8.00'R LOT 8 0+81 LINE 05 26 LF 4" PVC ASTM D3034 SDR 35 2.0% 0.1% 168.3 168.1 3.6 3.5 � zcn o N O 0. O Ln O oo O N O r7 wn BEGIN CURB TRANSITION E E cn 180 "� N "i r o o - O N o N mN 180 O TC ELEV=172.34 STORM LATERAL NOTE _ cn Q z c0 ro ,- O r LU ro I, O II - Z w+ - + + + - + - + - GUT ELEV=171.84 ALL STORM LATERALS ARE TO BE OF THE SIZE MATERIAL AND MINIMUM SLOPE 0 0 a- J N N > N 6 > Oo II SHOWN IN THE CHART ABOVE & INSTALLED PER CWS DWG 520. C o ~ J v w ~ J v J > J v _1 o > SEE SHEET 21 FOR• ALL 2"X4" STORM SERVICE MARKERS & PIPES ARE TO BE COLOR CODED WHITE. w zLCi 0 w o w EXISTING w m w w + J OL DRIVEWAY ENTRANCE & 0 PROPOSED CENTERLINE w CURB TRANSITION PLAN > z w CENTERLINE GRADE - - GRADE 1- - - - - - - - - - - - - - - - - - - - - f - - - - - - N cn L.LJ \ w Q II 2.44% e 6 e - - - - - r7 < 0.69% - -1.85%170 DEFLECT 8" WATER 170 o N �I UNDER STORM SEWER PL CL ROAD EASEMENT z 23' UTILITY & ACCESS EASEMENT -I o 77.86 L.F. - - 111.96 L.F. I Tii 0.5' 5.5' - - 16' - 1' J 12" ASTM D303442.95 L.F. 0 12" AWWA C900 8" WATER0 0 SDR 35 STORM SEWER 12" AWWA C90 12" STORM DR 25 STORM SEWER CROSSING I -a - 8 -�- 8 - CI o � � % - 1.35% DR 25 STORM SEWER N CROSSING © 0.50% 0.36% W © 0.50% 1.06% cn Q 5 a I- I _ v co• co `�' N MAX 5 0 `° w z CO � � N0 � 1.5% 2.5% wz ' rn � o co 160 00 0 _1 `° z o 1- 160 V`� V�� \` \ u � � � min �' O •- , 0 O O �-..) \//\ \ / / // // it 1 Jr-/-.1,l i i i��.: r r i i_; i i i i r21.41 /\ \ O O M M o In 0 ili i z `o o Jo0o00 ��� /\ /x//,/// / / / '-•• \ / \/ X ° o°' CC CO U' o rn oo I O J o • I cn o w w w w SIDEWALK PER DETAIL 120 \/,\//\/\/�\ \ \\/�\\/�\\/�\\//\ \\// W m H W Q 3 z, o J co c6 CD o0 H H � Zz - � o • � > i- " 3 i w D. Q 1- co (1) Lo m � � II zz 0 vQJ o II U' Q o ¢ co w w o ,n w - - 0 v 0 0 o c.� II II STANDARD CURB CURB & GUTTER W can m 0o � �� moor � ,���� in1ON oIJiIz z z ooU' oo N. > z Z o PER DETAIL 125 PER DETAIL 126 0 m ,- cn - i- rnoo w > > > 6" EXPOSURE STA w (wwww CNN �06 + ± N 0 N L= oo rnwz z z 12" COMPACTED SUBGRADE LIPAr L cnz fx zzz I� ni r•)000 EC _ � � , oo O _ 1+03.00 TO 1+40.38 �, 0 J ro J J J O l' 7 II Lo 0 J + + + ± N N N vo 00 II 0000 � v- > II II rr'cnw � 00 r � � 1+41.38 TO 3+15.00 cn cv II II Luz z o 3/4" EXPOSURE STA m cn cn U, N Il 5" OF LEVEL 3 1/2 DENSE HMAC 150 0 rci w z o o o > _! - - > 150 INSTALLED IN TWO LIFTS 2" OVER 3" 4" AGGREGATE BASE COURSE OVERED PROF In HALL BE o o N N `'� z z `c'CN Sr o o °' N z z z COMPACTED TOP LIFT F TO 92%HMAC S& BOTTOM LIFT �,� FS o ro 0 + + E. N LU 0 + + + + - o N N N CLASS "B" GRANULAR BEDDING/BACKFILL 12" SUBBASE AGGREGATE SUB BASE COURSE SHALL BE COMPACTED TO 91% OF ��5� �NGINefR s/per o r7 (n0 r7 � 4 r7(n000 N � (n CWS DWG 590 RICE DENSITY AS DETERMINED BY �v 84283 v 0 AASHTO T-209 i o 3+50 3+00 2+00 1 +00 �� -' `� oR oN PRIVATE DRIVE GRANULAR BASE ROCK & LEVELING A S BUILT TYPICAL SECTION COOUROE SHALL HA L BEPCOMPA COMPACTED TO �g Y �32o1���G' AS W HAN gi PRIVATE ST & STORM LINES SD-04 & SD-05 - PROFILE NOT TO SCALE DETERMINED BY AASHTO T-180 EXPIRES: 6/30/2023 c" 6/15/2022 SUBGRADE SHALL BE COMPACTED TO SHEET 1 SCALE: H:1"=20' V:1"=5' 95% OF STANDARD PROCTOR ASTM o NOTE T-99 OR EQUIVALENT. 1 6 N. AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, OF C FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE 32 6 IN DESIGN AND/OR CONSTRUCTION. CITY OF TIGARD CASE NO. PDR2020-00002 & SUB2020-00005 r7 0 0 1 0 in _o iLJ- )..<1SD SD SD SD SD 'D SD SD SD SD SD SD FEN D�6 WD SD SC Z o XG C EX SD MH 35A113 0 180 180 0 Q z �, � N I W w •• /� w w w w w w w w w w w w w w w tJ) Z U w _ " x �' - x a Q w o o x Ix �SQ - e . ' .S �� • °. °e°a°dea° °" a a<°<°e°iaa° °<°a ia°e°e°° °° ° �<°i°°°° ° V.1:11:111 ° ° J ;^ O ax /s: 4.•.°' «.. .1or���eAl � �4 0**14�����♦�/Q .°e°e°e°°° a�e'a° °°°�°�a d�e�e°e°°°° .. ate°°°°°°° 6, , • ;p �►� e��► II� 4 • 4 •• a a' . a PROPOSED GRADE ' ' M 0 0 0 •'. '.s.•' ���®"� Cif �� /�� 4 w I xx •:..�— _ _ �'��a II - - 1�1 - - - •- - - - - OVER PIPE w o cn / / SD DI 01 A �a�� �►� 4 m v) Li Li EXISTING GRADE PROPOSED GRADE x x �, �►�®410.44,A; 1 N �� OVER PIPE X ci N ' ' ✓� • • • • • • - n ki I I I 7ZSS\ EEBO1' ARD - ELEV=171:12 V) -Io ao xIsSD DI 016 • :;; ` N I EXISTING 8" 5 YEAR STORM SURFACE - ELEV=170.12" X — x • �� 170 WATER CROSSING - 170 x X LSD ICB 08B I I • o •TRA w LS I I I I 0 PROPOSED _ SD LINE 02 = 0 a X ICI I I I BOTTOM1-SEE LEFT J F- LL , ISD 08A02A IV) a 0 = x N I J( ��i �, 0.40 �I IOF POND — M XG o N x ® `� Sr, SD E, I ELEV=165.50 I 1 PROPOSED 12" I H x 'x X O ��� M STORM TO PASS I EXISTING 8" N 104 UNDER EXISTING •I o A _ . „ 11 X 11 X � � I I I SANITARY CROSSING ! _ z = x I o -� ►��I 9 I 10 I 11 I 12 13 SANITARY SEWER III 0 INSTALL CONCRETE a U o " I 0 ���I I �� — SPLASH PAD - X I I �` I J 58.48 L.F. • 0 8 I �� �; 12" AWWA C900 `•". I I I N �' I x x I �4I I I I 160 DR 25 STORM SEWER 160 X C�? 0.60% 0.94/o M III• • I I sa ��,I I PROPOSED 12" 21.62 L.F. c0 2 1 IIf. - - - - - - _ _ _ —� r�, STORM IN (SE) o I I N cn w 10 ASTM D3034 o co X I �I►®� SD DI 0261 DOES NOT MATCH Q J 0 0 0 = x I \ SD 02C I I I CROWNS WITH w w o SDR 35 STORM SEWER co w Ct o o X BSI 30" 24„ > N © 0.50% Wo 0 OJ pin 0 CO W x I I •i \ O I I I PIPESE ( INGIN ORDER TO = o < ° Q - W CL o o `� Z I. W I N `OI 0 i I- Q = CO 0.60% ,- p z iti x ICI I Orel" �. PASS UNDER THE z z f-^ z zf z w w >w < Oa J I 0x - - - - - - - - - — 'ICp — ... EXISTING 8„ rn — ow ..�.� o c� J > - = w NE� II I �� --...—� ' SANITARY SEWER TO - _1 cn��� N N z p J • w w c=n o o w 0— - N LL � N - OW 0 cnW C� I /� —...—... TRBo- w (n w 3 6 I vCI �� r�.,.,,, ;,.._... .,,:...:.. :.:. 1 1 • THE EAST r? c�i = o ,� N U o c�i> II Q .� cn w a — z z CO 0 � o I x 4+II —... :: 1 � . CD co O � - _ — = I.�... ... .. .. .« •.e.."; .:s. .••. ...:. .. P.. .. � 150 �- � W (NNE a J W � U � � 0 IX xX I ��0 �:..—:.� —w�i. A ��. C° > � No cnZ � ww m 000 cn I 150 J - - ��,. /: •. /.: //� �. . .,. � � x — Z Z z � J o ~ � � II O O pU � cn z L.L.I co CL IIf.• a. - - - - - - - •O0 n �� `` 2 W X O U < L± i— U O � > u_ J NO N 0 II� I � — .r \. © ,.'... � � w w � — — — p � I� p II Op Z O 0p • Oz co _10 oo > o I �SII\ /• .. • p > = ZZ Z Z z pp (n - Q o0I-_ Of- it) c0- �S xN 1, 8 (n OE OU 0O � m J > > �p + Op Ep � w + + + N �••I-I x S ��� �� • / + � I- I-. _ - Q • + O � UZ Z mu) Om � Z > a © X OX W QDN -CO Op Q - - M (n (n � 0 L,J ,- W oWU ,- N It) i 3 a. SD WQMH 03B N All /. ./� w w w o o+ o m z Wm o 0 j x IL Z II �e .l ►��u .r o xX _ _ _ _ _ _ _ ,,.,. i • TRDAs_ BuILT ._ ocina CLASS B GRANULAR BEDDING/BACKFILL W 3 I :®; Its. . ,.:•. CWS DWG 590 z co J o ► '� X x 04..irt;-, -....467 �3 6 5 2022 — a4 • . :' / / aW L X X I � . ,•� 0+00 1 +00 1 +75 Z 0 I �, n I o �Altit, �,.:.' :•/ NOTE o x N •x I Ilf:; - - - - - - - - - _ ►�;�������� _ J ` �'. '� AS BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, cn X -II� ��►���®�'�� / / FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL SWALE & STORM LINE S D-01 - PROFILE Z a INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE 0_ SWALE & STORM LINES SD-01 , SD-02 & SD-03 - PLAN IN DESIGN AND/OR CONSTRUCTION. SCALE: H:1"=20'v:1"=5' 0 0 SCALE: 1"=20' I- I wo 0.26' 1- 0.50' SWALE TREATMENT 0 o 180 180 DEPTH— �— DEPTH o o ---- 0 cn 180 180 4— 4:A x Z o z w _J o 25 YEAR STORM SURFACE EXISTING GRADE 2.00' 2' SWALE 2.00' 0 a- ELEV=170.12 EXISTING GRADE PROPOSED GRADE > o cn OVER PIPE BOTTOM 1' FREEBOARD PROPOSED GRADE OVER PIPE - - o o N ELEV-171.12 OVER PIPE -- 25 PROPOSED GRADE TYPICAL WATER QUALITY SWALE SECTION cn> z .� 1 OVER PIPE NOT TO SCALE x a I- 1' FREEBOARD - ELEV=171.12 YEAR STORM SURFACE - ELEV=170.12 - - - Q Or 170 - . . . . . . . . . . -� 12" STORM 170 - - PROPOSED _ CROSSING PROPOSED 4\1 0 -, wBOTTOM OBOTTOM 170 170 Q OF POND _ OF SWALE „ 0.00% PROPOSED o N �I ELEV=165.50 0.50% / BOTTOM ���� 20' 0 10' 20' 40' �,� - 0+00.00 Vk���% OF POND ,�: _ 62.29 L.F. 1+00.00 . . - ELEV=165.50 _ _ o 12" ASTM D3034 _ ELEV = 166.10 166.26 ELEV = 166.60 \19.28 L.F. �0„ 38•g3 C F • • • J INSTALL CONCRETE - SDR 35 STORM SEWER 5.81 L.F. INSTALL CONCRETE 12" ASTM D3034 SOT? ASTM ,L,� SPLASH PAD @ % 0.96% SPLASH PAD SDR 35 STM oSEW 3©SToR�3o34 SCALE: 1" = 20' 12" ASTM D3034 © 0.50% 0.57/o SEINER INSTALL NOTES: -0.SDR 35 STORM SEWER 1+11.64 W. © 1.72% 0.00% ELEV = 166.60166.66 00 17% CONCRETE THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, LOCATION & w oo �1 160 160 SPLASH PAD A. DEPTH OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. w i M Q w r` w W BACKFILL NOTE: UNLESS NOTED OTHERWISE, PIPES UNDER w z ° o = 160 > > 160 vo � 2 o p o f N o rn co Q 10 0 w Q B. PAVED SURFACE REQUIRE GRANULAR BACKFILL. FOR PIPES a Q N' co o z rx CO CV . awvM o 0 QJ a (0 -I — = J = 0 OUTSIDE PAVEMENT, NATIVE BACKFILL IS PERMITTED. Y rx N. ( -o In z —I Xo 7 W CC (0 Q 0 w 00 I- 0 oQ OJ 010 p 0 0 = p W 0 1- ~ 0 �W 0 LnN I- � In LO X OZoo `m O m QVi LLI N o p I— 0 W cq O rn �?r. z_ a rn 0 LATERAL NOTES: UNLESS NOTED OTHERWISE, ALL LATERALS o S S Op 1- ,- 0 ~ co(0 LLI ~ ~� Z W W > - pP7 Ln r` .�� 2 r`� W W W �^ 4" %. W CO, W Q 3 v, I- QI- 1 Q ,— Z W1- Q � — = w w000W � � � � � = w � � � C. ARE TOBEPVCWITHAMINIMUMSLOPEOF2/ LATERAL w � � 3 0 w I"> > w >_.� �� CONNECTIONS TO MAIN SEWER LINE TO BE MADE WITH zwW > N II W UW W = O W wW W W NN p0 J Q C/) O J � Q �' = N E — U N IX >.� N W N Q MANUFACTURED TEES. 5 W w w i - 0 o W W Z O W CD J Z Z Z • 0 W - _ ~ W . 6 cn co -0 UL p J O (n W' W U) m = " p � - ; U) z O U W � Z r7 W / � wcnwz z Jw • � Nzw J = U � JJ °O oaoo o � > I II I- ( J 0 II II cnv � J °' D ALL 2"x4 STORM SERVICE CONNECTION MARKERS TO BE Q � = Z •J J ow J = — w UZ < N 0NN N II wz z - 0Z �i COLOR CODED WHITE.� z ~ J p Up � Q Q ~ J < � NpO J � can � Z - ipp00 � W W _ O om0 � � J I OU JU � z150 o _lp 4 II ao < I w p Q _ N N o o w > > > 150 O M ao WQ ao — CONSTRUCTION NOTES: I i PAr �npUQ � � — Zm � � UZ OZQN � No U-QJWO � s- > �•aj00 aiwo_ Z Z Z 0 ao es, rnQ JwOO 0• > rn11 J ~ NON UoN 10 Z z - Luoo co �r7Jp co z p oo N • cnm � criw .-- o < po ic) - O INSTALL BLOCK WALL oON _1 ,- � — N• o• 0z Z � Np � O oZ 0O1_ 00 _ N — Lnp + + + + _ pNN N 150 < UM I+ Q ro In - 150�OQ ono c0 - — pN a) I- - - ,_O CO0 a) - U W c)(n000 NO_ (n 0 + pi 100 W + +�o I(.7) uNO r.-)_ 0 o 001-- - 0 W CC) 0 o0. M0ZCD0 - NN M (n0 . 0 C)(nZ (n0 0 0 rn 6n p w + + +N in p + + O N N 6n 0 W + + +N INSTALL CHAIN LINK FENCE AND GATE PER C.W.S. STANDARD o co cn cn o co cn o m cn cn o o CLASS "A" GRANULAR BEDDING/ NATIVE BACKFILL O DETAIL 740. ��00 PROP o CWS DWG 590 ''' I NEfR /Di/. I " O INSTALL 6'L X 8'W X 2'D STILLING BASIN 84283 9 o in CLASS B GRANULAR BEDDIN /BACKFILL CLASS B GRANULAR BEDDING/BACKFILL 0+80 0+00 /, � -- / CWS DWG 590 CWS DWG 590 S� LINE 0 8 — P R O E I L E 4 INSTALL 6'L X 5'W X 1' D RIPRAP OUTLET PAD. oREcoN 0+00 0+68 0+50 VERTICAL SCALE: 1" = 5' CI INSTALL CHANNEL WALL - SEE GRADING PLAN FOR WALL y W. HAN� 6HORIZONTAL SCALE: 1" = 20' ELEVATIONS. SEE SHEET 18 FOR DETAIL. EXPIRES: 6/30/2023 c" I INSTALL CONCRETE HEADWALL AROUND STORM PIPE WHERE SHEET N SWALE & STORM LINES SD-02 & SD-03 - PROFILE NOTE: HOME OWNERS ASSOCIATION IS (—D PILE DETAIL.CROSSES THROUGH BLOCK WALL. SEE SHEET 18 FORcNI RESPONSIBLE FOR MAINTAINING AND17 ids SCALE: H:1"=20'V:1"=5' REPAIRING WATER QUALITY SWALE INSTALL SINGLE WATER METER PER CITY OF TIGARD 7O STANDARD DETAIL 520 FOR IRRIGATION OF WATER QUALITY OF RETAINING WALL. SWALE. 32 CITY OF TIGARD CASE NO. PDR2020-00002 & SUB2020-00005 to 0 0 I O Ln in Z0 7 N O O0. Z z 10' 0 5' 10' 20' (/) U Q. O SCALE: 1" = 10' M o co OD0 � Q NOTE: HOME OWNERS ASSOCIATION IS Q - Ce RESPONSIBLE FOR MARINATING AND pp ~ Q X LL REPAIRING WATER QUALITY SWALE I -I I— X LL RETAINING WALL. V) en < 0 cV � (2)#4 12 Z CONTINUOUS TOP OF WALL Q U (SEE PLAN) #4@12" O.C. ': : VERTICAL CENTER IN :: . WALL AND HOOK INTO FOOTING .';.- ANCHOR HOOKS 'I 1.72'TO #4@12" O.C. 1.88' HORIZONTAL (I) J BOTTOM OF Z I W WALL (VARIES) _1LL 0 4:1 3' ::� 4.i H e- J W 2.0' ::. � �:'':�: O.C. EACH w Q Z Full Width WAY 3° Tilt Cap Block • .:.,.:.• ..,t O 250 psf traffic surcharge 8 - ` `�:' :Y:': ::: :` .'': `: . . .. . . . .. . . . .. . . . .. A , i + + + + + + + + + 1 I I I W -0.5'-I�0.66'�I-0.5'-I — I Q / - - - - --- I. 1:1 SLOPE i�����������i.����� (ALL SIDES) - 1.66' ICIC / �'����� �� NOTE: WALL TO BE CAST IN PLACE WITH 3000 PSI W I I�,rO��,.Mr%.�� I/►,.� CONCRETE Ce 10 ft. Max. Wall Height(H) / elaiff�OiMW �1.i4r�,W - 1 0 �����I CHANNEL WALL DETAIL z /r� Limit of Excavation SWALE ����I 3D kwinn= SCALE: 1" = 1' Z o / (Contractor Responsible 6' BOTTOM .r o N 1111 o / for Stable Backcut) - :�•/, ilr �:' w Q z / 1� ��1 ��.��� 1, PIPE DIA.(D) J Finish Grade / ���� � N. ��„ �� J ,s, 40,„s . (,) r.r.r.r.r.r. 1 — — ——�� —— 1�'f' A�-�� 0��� �/-� 24" 24„ r-- c� C7 ....--------"IN :i _[ --19"1-- -. cr) _ c, ti.ti. ti.ti.ti.ti.ti.ti.:.ti.: ••' Min. Embedment 3" Min. Diam. Perforated Drain Pipe V • ��-•, ��-• ��� Z w 1- Depth = 1 foot #4's r—.' —1 —I. ii_ 12" O 0 CC SPACED i > I— Competent Native Materials EVENLY o 6-in.-thick Crushed Aggregate 1�1 a 4 HOOP 12Lo Q Leveling Pad or Engineered Fill 5 VERT. - # 7 HORIZ. as © 2" Li o I- J STILLING BASIN 18" QI a Q. CLR. II STORM w . SEWER RETAINING WALL DETAIL NOT To SCALE 1-3» CLR. (TYP.) cc w I NOT TO SCALE NOTES: o N col 1. CONCRETE TO BE 3,000 PSI (28 DAYS ULTIMATE Z = STRENGTH, SLUMP OF 2" TO 5" AND 1 1/2" MINUS D >, A S- �Q AGGREGATE). J /� 2. ALL REINFORCING STEEL fy = 60,000 PSI. 0 11 3. FILL AROUND ENDWALLS TO 6" BELOW TOP OF WALL. 6/15/2022 4. BASE OF OUTFALL SHALL BE POURED AGAINST o t UNDISTURBED SOIL. W CrCNI a ? o col NOTE HEAD WALL DETAIL 02A i () N N Ep '-I AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, a 0 6 6 o FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL N.T.S. • o w v co o INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE w o o M M o IN DESIGN AND/OR CONSTRUCTION. N ° o '-.-.' '& W m 1 W Lai � ~ � �i / V ( m 3 Lo / v WQ SWALE PLANTING PLAN Lij FOR WATER QUALITY SWALE PLANTING PLAN SEE SHEET 19 0 N rn WQ SWALE CROSS SECTIONS o �-\` PROP o FOR WATER QUALITY CROSS SECTIONS ��5� �NGINEfR �/O� o SEE SHEET 17 84283 o WALL MAINTENANCE NOTE OREGON 0 THE BLOCK RETAINING WALL SHALL BE 'Oy w V 13,2� * MAINTAINED BY THE HOMEOWNERS ASSOCIATION HAN EXPIRES: 6/30/2023 N 1 SHEET N 0 18 OF = _ 7 32 CITY OF TIGARD CASE NO. PDR2020-00002 & SUB2020-00005 ci ro \ ..........-r-,- Xe 19 i . . . x � 00I ,r4s _ ► ct! I I I ° •° ° � Oz • °° . I I I • i • • z �, ° � - - - - - - - -����� - - .. CONSTRUCTION, I CONSTRUCTION Q O w o ra.40.44, - \ ca n , - X X 1. Detention Pond shall be over-excavated and filled to final grade with 12-inch amendedJ O\ •��� �� � # # + # # + }.; topsoil. Topsoil amendments shall be garden compost,not conventional fertilizerJ - O MLil oCO I f+ + + + + +• 1♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦ •. _ , , ���♦��♦_♦♦♦♦♦♦♦♦♦♦♦♦ + + + + + « + + + + + + + + + + + + + + + + + + « + + + + + + + + + + : + # : # # + + # amendments. /- •� # + + ► �v:::♦ems-sm s♦_ �es�•�♦ # + # # + # # + + # # + # # + # # + # # # # + # # + + # # # # + # # « + # # + # + + + # « + # # + # + + + # « + + + + + + + + rAsti � I , �� �.��♦�e�♦♦♦�♦�♦��♦�♦.♦sue•♦♦:..♦♦ + # + # # + # # + + # # + # # + + # + + # # + # # + + # # # # # # # # # + # # + + # # + # # + # # +••• .•• ... . .. .•• ... ! _ �- _ # « + ♦♦s♦♦..-.♦�♦�.s•+♦♦♦-♦-♦:.C* si # + #+# + + # + + # # + # # + + # + + # # + # # + + # # + # # + #*#*+#++}+}#+#}*}#+#}+}+«#++#+}#+ +##+# *+*#*}*,*}*}*}*}+ 2 A bio da Erosion on d er the oil thr out the w � � ��� degra ble C trol Matting shall be place ov tops ' ough 0 0 +# «•+ # # + # # + + # # ♦♦♦♦♦♦♦♦♦♦♦♦p♦♦♦♦♦♦♦♦p♦♦♦♦♦♦♦�♦♦p♦o♦gip♦e♦♦♦� *#*#*}*}*}*}*}*}*}*+}#•#+++#•#•+•+•#•#•+•#•#•+•#•#•+•+•#•#+++#+#++++•#•++++# #+ + �+.+,f,�.�,+. ,*„ « +R4s,,:�,+,:« : LTJ• .+.�r+.+. .,T . ' . + , , , , } } •♦♦.�♦�♦. #•# # # . + * * * * * * * * * • * * • * + • • • • • • + • + + ` ` ` ` + ` ` * ` + « + + + += + + + + « + - Detention Pond cross section,fabric shall be held in place in accordance with the • • 4. •a. �-:t.t _ ,. • t r.-r.. .+ + + + ♦♦♦♦♦♦♦�♦i♦i}*}*}*}*}*}*+##•##+##•##+#+«#+++.#.+*+*'*+*'*'*'*'*'*'*'*'•'*' ' ' + + + * + + manufacturer's installation requirements. Anchors spacing shall be based on 3 s flow over Q •# + # #•# + + + + + + # # + # # + # # + + # # + # # ++#+#+++ . + + + + + « I t , • • • �.� •.<' + + + + +•+•+•+•+ + + + + « + + + + + + + + + « + # # + #, ,s# # + + # # , of q p g fps • • b. 4. • +4 + + + + + + + + + + 4. 4. 4. 4. 4. 4. 4. 4. .............4.. �, +*+*+*+* * ..... ----------- the fabric. # # + # # + + # + + # + + + + + + + +•+ +*+#+#+++#«#+« + # # + # # + + + # v�♦♦♦♦♦����♦♦♦p♦♦♦p♦♦♦�♦gyp♦�����p��p�ppQ�♦<s♦.p + #*# + + # # + # # + # # + + # # + # # + + + « + + + + + • }*}* +#++++«• + + + +•+•+•+•+•+•+•+•+•+•+•+•+•+•+•+ # + •♦p�♦♦e �sa♦s...♦♦♦♦.::♦♦4..�• •s�-�e♦e�s♦ess♦♦::::: + # # + + # # + # # + # # + + # # + # + # + + # # d' . a. Pond bottom-high-density jute matting(Geojute Plus or other approved equal) m + # # + # # + + # # + + + + + + « + +++#+#+++#+#++ + # + + # # #*##+##+#++#+##+## # + # # + + # # + # # + # # + + # # + + • # # + # # + •+•+ +•+•«•+•+•+•+ •+ +•+•+ « + + + +•#•# + + # # + ++++++++++.4. }+.�i♦i0�•♦os����♦♦is :♦♦♦♦::9♦2��ss♦m�♦_♦�♦e♦s�•♦so�,e♦♦ + + + + + + + + + + + + « + + + + + + . + + + + - - • • • • • • • • • • • • • • • • 4. 4. 4. 4. 4. + + + + # b e p *'*'•* *•* * * # + # # #••# •+ + #•#•'•#•#•+•# + # # + + # # + # # + # # + - ---- 3 Plant materials shall b d m accordance an ant table shown+ + # # + # # + # # + + # # + # # + + + + + « + + + « + #+#+++#+ + « + + + + + + + + + « + + + + + + + + + « + + + + + # + + + + + • • • • • • • • cn ♦<♦♦��♦p•«*,*,*}*}*}*}*}*}*}*+++-+-+*+ +*+ ++++++++++++#+++++++#+++#+#++++}#}++++# + + + . + + + + + ace accor with an on # o er areas ow ens>< �u a mg cono�u a or o er approved rov equal) +•# +•+•#•#•+•# # + # # + # # # + # # + + # + +•# # + # # + + # + + # # ++#+#++++« . ' . + + + + +#++ e 1 dan 'ththepl d 1 (� J Q Q + + + + + + + + + + + + +�1A+ + + + + + + + « + + + + + + + + + + + + + + + + + + + e. ' 4 Q Y + #•# .. #:*:#:#:+:+: x LW ��pp♦0�« + + + + ... .:...•.. ; . :;.-. - •..r,.... . + + +•+•+ }•+ } } + +• �; p approved plans. l 1 ° ' *'*`+'#+#++`+`#+#`* # # + + + ' + ' + + + + + ` + + « + ` _ • #•+•#•#•::::::::::::::::::::• • • • #•+ + # `•+ # # # # + + # # + #' # # + 4. The facility shall be deemed acceptable to begin the maintenance period when plant + # # # + # # + # # # # # 4 4 « + 4++4+#+#++« + 4 4 + 4 4 + 4 + + * # # + * + # # # # + + + « # # # # # `, ♦♦♦♦♦♦♦♦♦♦ `...4....4 4 # # # # # # # # + # # + # # « 4 # � *� � Q �# # +• # # + + # # ' # # + + # « ' + ' ' + + = 4. growth and density matches the Engineer's design as shown on the approved plans and all +••#•}•.•.••*••*••*••*••*••*•*•*•* * *4. * �+ .� . „.Alp 51„. # ♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦�.♦♦a♦p�♦♦♦.,*+*}*}*}*}*}*}*}*}*•}*•}«•+••++•++•+••++•+++,• !+• +«•. ,#,cam other requirements have been met. The Engineer must certify the facility to be functional ••+ •+ . .• * *•*•*•*•*•*•*•*•* + + � ♦♦'' 4): * * * * * * *•+•+ +•+•+•+ ,'# ' + + • in accordance with the approved plan design to begin the two-year maintenance period.. 000. -St)-I-SD 1 +# *•.• *.,.• + +#*#-+-#-#••••'• ' P • • + + + + + + + + + + + + « + + + } + + + + + + + + + + « + + + + + 4 # # + # # + + # +•♦♦�� . + # + + # # + # # + + # + # /, MAINTENANCE W ♦♦♦♦♦♦♦�♦< # +•+•# # + # #•+ #+•+•+•+•+•+•+•*•+•`•+•+ + + + + + + + + + + # 1. The permittee is responsible for the maintenance of this facility for a minimum of two years .1# I I[ . . . .+.+.+.+.+.*•♦ �'9;p�•++«+++++++++++++++++•• •«+++*+ • following construction and acceptance of this facility per Chapter 2. (n Q 1:+:+:+:+:+:+:+.+.+.r#''.'.' 2. Irrigation is to be provided per separate imgation plan as approved. Z DETENTION POND PLANTING PLAN - TRACT 'A' ��o�+#++++«#++++++++++•+*+*+*, Z Si six ��+ + + + + . * *;* +*;*;*., / Note: Irrigation needs are to be met using a temporary irrigation system with a timer during SCALE: 1"=10' 4 4. ii) < .«.1+++*«*+«+*+*+++++++7+'++++ + +•#•+•#•#•.•*•*•*•*•*,*• * �". G the thy season. Systems should be winterized during the wet season to assure longevity and J .. + # + + # # + # # + # # + guard against damage from freezing temperatures.Water source shall be as shown on the • • D VINYL CLAD CHAIN LINK FENCING Qp •• .+#+*'*+•*+•*+*+•*'•*}*;*;*« a approved plans. z SEE STD. DETAIL NO. 740 • ••. . . • •i: : :.*;*;*;*:*'*:+:+" • .,� 3. Engineer or Owner's Representative is required toperform Monitoringand Maintenance of z • eP q z .. 0 , .. • • c) OR AS APPROVED BY DISTRICT OR CITY. *#+++'+#+#+++# # #++ ' * * * * + .. + * + the Site and provide Documentation as required in Appendix A,2.5 of the Design and J .,,, W o x` .' .•. 't:.+ +: + Construction Standards. The Approved Plans shall include a Maintenance Schedule per Z . i: Ak + + # # + # # :A+ + Appendix A,2.6.e of the Design and Construction Standards. TEI-I .n . ® ' ° . * ' T ., 4. The Facility shall be re-excavated and planted if siltation greater than 3 inches in depth 1' MIN. .. � n occurs within the two-year maintenance period. > a Z ITl FREE BOARD / O -I 12" MIN. -. • N . /� / ' / WQ SWALE IRRIGATION NOTE J - AMENDED THE IRRIGATION SYSTEM FOR THE WATER CL W 0. O TOPSOIL 7 A �-� WATER QUALITY PLANTING PLAN - TRACT 'B' QUALITY SWALE SHALL BE COMPLETELY BURIED _ VARIABLE Q PONDINGAX.DEPTH 4O BPOND OTTOM SCALE: 1"=10' DETENTION POND Z CONSTRUCTION (Sc MAINTENANCE NOTES `� CleanWater Services WALL MAINTENANCE NOTE L//�� DETAIL NO. 701 REVISED 10 31 19 xi THE BLOCK RETAINING WALL SHALL BE Z o o SIDE SLOPE DETENTION AREA SIDE SLOPE N AREA 6' MINIMUM WIDTH AREA MAINTAINED BY THE HOMEOWNERS ASSOCIATION o EC MATTING ECONOJUTE* COCONUT FIBER OR GEOJUTE PLUS* ECONOJUTE* 10' 0 5' 10' 20' w SEED MIX LOW GROW MIX NONE LOW GROW MIX W 8 SEE NOTE #5 SEE NOTE #5 M M M Z z z Q 0MAX. SLOPE 3H: 1V TYP FLAT BOTTOM 3H: 1V TYP SCALE: 1" = 10' o CONSTRUCTION E E El PL * OR AS APPROVED 1. Water Quality Facility shall be over-excavated and filled to final grade with 12-inch zz o _ Z amended topsoil. Topsoil amendments shall be garden compost,not conventional fertilizer 0 g NOTES; WATER QUALITY 8c DETENTION POND - PLANTING TABLE amendments. >LLJ z w 1. REFER TO CHAPTER 4, CWS DESIGN & CONSTRUCTION STANDARDS, FOR LANDSCAPING 2. A biodegradable Erosion Control Matting shall be placed over the topsoil throughout the c o Q REQUIREMENTS INCLUDING TREE PLACEMENT, TOPSOIL AND PLANTING SPECIFICATIONS. TREATMENT AREA (WQ POND) m 0) N o 2. PROVIDE IRRIGATION AS APPROVED BY CWS. 580 SF 6/SF = ' swale cross section,fabric shall be held in place in accordance with the manufacturer's w o r V� 3. JUTE MATTING- GEOJUTE PLUS IN DETENTION AREA, ECONOJUTE FOR ALL OTHER AREAS, OR SIMILIAR 3,480 PLANTS a c o o 0- 0_ CD FABRICS. COCONUT FIBER IS ALSO ACCEPTABLE. o c� aci CC El: o installation requirements. Anchor spacing shall be based on 3 fps flow over the fabric. >- "" 4. 12 INCHES OF AMENDED TOPSOIL SHALL BE PLACED THROUGHOUT THE WATER QUANTITY FACILITY. POND BOTTOM (DET POND) F -�, E E E u_ Q < Ea. Treatment area-high-density jute matting(Geojute Plus or other approved equal) '-', 5. SIDE SLOPE AREA SEED MIX, DWARF TALL FESCUE 40%, DWARF PERENNIAL RYE 30%, CREEPING RED FESCUE 25%, , 366 SF 0 6/SF = = o 0 g +� c N D (gyp COLONIAL BENT GRASS 5%. APPLY AT A RATE OF 120# / ACRE. 2,196 PLANTS .E E c m a> b. All other areas-loW-density jute matting(Econojute or other approved equal) Q P I ant Communitiesro (TS Cr CT CC cn 3. Plant materials shall be placed in accordance with the plan and plant table as shown on o r Q Rossi Sedge (Carex rossi) 1,419 Herb Moist Sun Plug 6" Mass approved plans. o I Slough Sedge (Carex obnupta) 1,419 Herb Moist Sun Plug 6 Mass 4. The water quality facility treatment area plantings can be deemed"substantially complete" Z 0)7D once active green growth has occurred to an average growth of 3" and plant density is an Creeping Spike Rush (Eleocharis microcarpus) 1,419 Herb Wet Part Plug 6" Mass average of approx. 6plants(minimum 1-inch plugs equivalent)per square foot. o z VINYL CLAD CHAIN LINK FENCING g PP P g q ) q J z SEE STD. DRAWING NO. 740 Small Fruited Bulrush (Scirpus microcarpus) 1,419 Herb Wet Sun Plug 6" Mass 5. The facility shall be deemed acceptable to begin the maintenance period when plant growth 0 ti 0 AS APPROVED BY DISTRICT OR CITY. d' z > 5,676 and density matches the engineer's design as shown on the approved plans and all other p > MID SLOPE AREA (WQ POND) 2 T 0) requirements have been met. The engineer must certify the facility to be functional,in o o1 -I + + + + + + + + + 1,897w SF 0.05/SF = accordance with the approved plan design to begin the two-year maintenance period. a I O *'+++++++++++++'*** 95 PLANTS a c o c c o ca oo rn * * * * * * * * * MID SLOPE AREA (DET POND) `° E E w u)r- E '-I 1,113 SF 0 0.05/SF = a U °' E' > > a' MAINTENANCE v o CO c o 0,w �� E a> '� E E t Q co rn ��t . �/ 56 PLANTS 0- � cr . a) 5. Thepermittee is responsible for the maintenance of this facilityfor a minimum of twoyears a J (9 g .- 1 A SWALE �� _ �t7 o S N P a w v coo ���, 4 ors Plant Communities �'C _ Y a in C � „� �,)� BOTTOM ��r�� �► following • construction and acceptance of this facility per Chapter 2. 14 o o M M .° i y� 12 MIN. p Z o o 0 o D 1' MIN. � \j� 2' MIN. -, Thimbleberry (rubus parviflorus) 75 Shrub Moist Sun 1 gal. 1.5' Cluster 6. Irrigation is to beprovidedper separate irrigation as a roved. o _ � •` AMENDEDePplanPP o �� �'.�' TOPSOIL Douglas Spiraea (Spiraea douglasii) 76 Shrub Wet Sun 1gal. 1.5' Cluster Note: Irrigation needs are to be met usinga temporary irrigation s stem with a timer duringw _ w x • � g p� ( p� g ) P �'3' Y � � � � � 3 i 151 the dry season. Systems should be winterized during the wet season to assure longevity and m 3 o.5' MAX. \\ �/ guard against damage from freezing temperatures.Water source shall be as shown on the w CO�, ' / • Tree spacing =sq footage x 0.01; Shrub spacing =sq footage x 0.05; Groundcover= 100%aerial cover (/) o • Single=distribute throughout planting area. Cluster=group 3 to 7 plants in same area with herb or grass in between. approved plans. 7. Engineer or Owner's Representative is required to perform Monitoring and Maintenance of r • Mass= plant densely to form a single stand of that species in a given area. ii, 10 > the Site and provide Documentation as required in Appendix A,2.5 of the Design and mALL AREAS OF DISTURBED SOILS ABOVE THE TREATMENT AREA OF THE WATER QUALITY SWALE SHALL BE Construction Standards. The Approved Plans shall include a Maintenance Schedule peral o RESEEDED WITH THE FOLLOWING SEED MIX. THE HYDROSEED APPLICATION RATE SHALL BE 120 POUNDS PER Appendix A,2.6.e of the Design and Construction Standards. SWAGE AREA SIDE SCOPE TREATMENT AREA SIDE SLOPE ACRE o AREA 6' MINIMUM WIDTH AREA As_ BuILT 8. The facility shall be re-excavated and planted if siltation greater than 3 inches in depth EC MATTING ECONOJUTE* COCONUT FIBER OR GEOJUTE PLUS* ECONOJUTE* Seed Mix For Mitigation/Enhancement Area: occurs within the two-year maintenance period. ���0PROFSs/ o �\ F.N R O2 SEED MIX LOW GROW MIX NONE LOW GROW MIX Sunmark Seeds Supreme Plus Seed Mix: 84283 o SEE NOTE #5 SEE NOTE #5 6/1 5/2022 Dwarf Tall Fescue Festuca arundinacea 40% /�et) , MAX. SLOPE 2.5H: 1V 4H: 1 V TYP FLAT BOTTOM 4H: V1 2.5H: V1 NOTE Dwarf Perennial Rye Lolium perenne 30% OR13,7e 30N o `�Y 7 42 Ef OR AS APPROVED Creeping Red Fescue Festuca rubra 25%f:L ��'w AN�� cfl AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, H NOTES; FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL Highland Colonial Bentgrass Agrostis capillaris 5% WA TE P QUALITY SWALE N 4, CWS INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE EXPIRES: 6/30/2023 CD �I 1 REQUIREMENTS. REFER TO P INCLUDING TREE SPLACEMENT, TOPSOIIGN & L AND PLANTING SPECIFICATIONSARDS, FOR . IN DESIGN AND/OR CONSTRUCTION. C 0 N S T�U C TI 0 N & MAINTENANCE N 0 TE S C1eanWater� Services N C/ \ 2. PROVIDE IRRIGATION AS APPROVED BY CWS. SHEET O 3. JUTE MATTING- GEOJUTE PLUS IN TREATMENT AREA, ECONOJUTE FOR ALL OTHER AREAS, OR SIMILIAR DETAIL NO. 706 REVISED 10 31 19 cv 19 FABRICS. COCONUT FIBER IS ALSO ACCEPTABLE. < 4. 12 INCHES OF AMENDED TOPSOIL SHALL BE PLACED THROUGHOUT THE WATER QUALITY FACILITY. �' 5. FREEBOARD AREA SEED MIX, DWARF TALL FESCUE 40%, DWARF PERENNIAL RYE 30%, CREEPING RED FESCUE 25%, Gn COLONIAL BENT GRASS 5%. APPLY AT A RATE OF 120# / ACRE. OF 32 CITY OF TIGARD CASE NO. PDR2020-00002 & SUB2020-00005 15 ro 0 0 I 0 Ln I L-L 0 I I I I6 x 4\1 Ozz.i.. Io .:I O N 4. I L I II N 20 10' 20' 40'-I- I -I-f- X AO' - - - _1 I Q O wo _I O111 0 0sr -0- 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 � � �a I ,s J 0 4** 0+59.99 BEGIN PATH 2 Nx SCALE: 1" = 20' rt.) w- - - 8 o ;* 4 ° 1 � I `. I CONSTRUCT/ON NOTES: m F- V w . i I OV) O < Q1 kb + I 0 CONSTRUCT 4' WIDE ASPHALT CONCRETE PATH PER COT DWG 166 O JQ L7 - - - - -� - I O A=25°58'28', CC E I- I I > R=25.00- 2 CONSTRUCT 4' WIDE TYPE A CONCRETE PATH PER SECTION BELOW m ~ X I %Ak I \ I I I I A=6°39'58" t T=5.77 3+95.67 O O Q 7 I \ I I I „ I I I I I a: END PATH 1 I = J I- " 1 I R=25.00 L=11.33 lii N t I \ 129 01 44 I I I I Cr) > Q i`AI R=8.00 =52°25 41 T=1.46' =6°39'58" I Q M IIII - 41PA ���JX 1 '.-XI JX ' lC ' '_y I Y I �' T=2.0T I _ . R=13.00' L=2.91' _ T,'. N- - - R-25 0I- g1+05.97 , , L=4.07' �29°01'44° �-52 25 44 T=6.40' I ot ,0II •',. I ... ' = - L=11 . - - - - 3+0 - - .1 - U ANGLE POINT �' ) 1 R 1300 o - - - - ... .. �k�° T 3 3 .,. o L 2 91' - - _L _ _ _ _ _LT_ I ®' t=-:..�/ L=6.59' I O'' � - �,�. ,- ° '. ,. _ ° AS- BUILT 1 �; - =47°41'33" ,% / 1 10., %� e4�l 410-. 2+78.23 2+98.71 0-7., -Sr- - - v i R=53.00' / '' PT 2+95.80 PT or 3+67.36 2+66.34 3+37.47 PT 3+56.03 )6 9 5 ��• ^ T=23.43' 0+90.38 2 \ ° . . .2+001 . : ' PRC 0 PC 3+27.35 PATH 1 PT J 5 2022 _�j. ); L=44.12'. / ANGLE POINT 'L+69.39 6/ / oti 5 / / 82.27 END TYPE A PATH 1+62.80 TR C a GPC 1 N �:' / ./ e. PT BEGIN ACP PATH PC PT 22+40.71 G I Z ANGLE POINT 1+37.33 � _ X X X G 0 10703 NOTE I , y�ti,�`/ \ PT \ ' vo�3 AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, (/) Q . _ _ - _) 31,40.1 / // FlELD SURVEY, AND FlELD INSPECTOR GATHERED DATA. ALL Z J 1 . G INFORMATION HEREON SHALL BE FlELD VERIFlED PRIOR TO USE I o °4: G GG G GG I IN DESIGN AND/OR CONSTRUCTION. Q CL ..--..--::::'•' // . i G G 1 0_ 1 4 1 •0+00 :� .±' ...�' N. 0+38.15PC TRD "34.. . '' ) ---"N G G Q • - - - - - + 8 _ _ 4,4 04" v.• , - . • • 1 T S� 0+00.00 0+25.92 / \ • / I WAY, BEGIN PATH 1 ANGLE POINT � � / G G W o v1 �. x x / / \ I z 0 W Ce PEDESTRIAN PATHS 1 & 2 - PLAN > a SCALE: 1"=20' O oC i. W- Ci 190 190 W LOW PT. STA: 3+42.25 CL HIGH PT. STA: 1+65.37 LOW PT. STA: 2+11.62 HIGH PT. STA: 2+46.35 LOW PT ELEV: 172.16 HIGH PT ELEV: 173.21 LOW PT ELEV: 172.84 HIGH PT ELEV: 172.93 PVI STA: 3+50.00 PVI STA: 1+31.00 PVI STA: 1+63.00 PVI STA: 2+00.00 PVI STA: 2+61.00 PVI STA: 2+96.00 PVI ELEV: 172.12 PVI STA: 3+84.00 PVI ELEV: 172.74 PVI ELEV: 173.39 PVI ELEV: 172.80 z PVI ELEV: 172.98 PVI ELEV: 172.30 K: 22 PVI ELEV: 172.47 0 K: 18 K: 11 K: 18 K: 18 K: 18 30' VC E Q Y 24' VC __ 40' VC _ 34' VC _ 40' VC 30' VC K. 23 = z Q or, oao 20' VC 1- 1- o � orn or oIn o - oN Q w Lu ~ Lu w O c0 O a7 O O O 00 O N O O O If) II p Q CO CC O O O I.f) O N if) Ni lf) N O I� O W CO rn Ni r) N 17 17 N • •N •• N nj .- N r� N• c0 N. O r7 O d- z_ Z 0 w + .- ± + `- + + + + = = O M M O z � O cn 180 Q N N N ") QQN > > + - + wN 180 z QLi j m � CC CCoo CS W .. I? - W 1? > > > wwr U -1 r� "� II o 0 -I 0 -1 0 -1 > -I U J C> J H W > W w w W C/) U Z CC N N N W > W > _1 in O III III II > w ww � w > W ww moll w jw j1Ji1 co II O o 0 o II EXISTING PROPOSED o w w w O > w w > ( o 11-5 O II N O 0) z o > N > CENTERLINE CENTERLINE > ro + w ro w w z 0_ o _1 o _1 GRADE GRADE + J � w _,- - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ __A 0.30% \ ' > o ~ Q a At--7e---A, e--.‘ -- -.-...., - 7-- ___ s.......___A___ev O d - \- Z -0.28% O A O Q �0.43% 0.74% 2.04% _1.61% -1.96% �- �1.04% 0.16% 0.33% a r� 0 0 0+00 1 +00 2+00 3+00 4+00 4+20 �' �I O N O PEDESTRIAN PATH 1 - PROFILE T 0 J SCALE: H:1"=20' V:1"=5 3 o o Q 190 190 ~ °° �I o 8 N, N N O r0 c'ul PVI STA: 0+15.00 v o o PVI ELEV: 172.49 a w M ' o K: 9 HIGH PT. STA: 0+49.75 • 5 oo M M ° `in 20' VC HIGH PT ELEV: 173.64 mo II o N oo PVI STA: 0+45.00 i J J X rn N PVI ELEV: 173.75 Q > ~ u_ 3 i Ns- 0 N. N r' K: 3 W ( m 3 _ = rn + - + 20' VC o 1°67)Nc 1- I- - O O z �`) aQQN > W O r7 O O w 10 w w r, v J � _1 o re) O co - 4' � 0.5' `°180 0 � II wwww � �• � � �, � 180 0 N >LLI o - o - III1.5% 9" HIGH + ri _1 �j w w + J17 fCURBPROPOSED > w w o wCENTERLINEEXISTING CENTERLINE PROFF GRADE / 12 EXPOSED `SS/ o GRADE THICKENED 4" CONCRETE IMPI°c:<ciri, L1:14.110 E R O� SIDEWALK s / r in in ,,,, _ _ 0 _ _ - - - - - - - - - - - - _1.50% - - - - , - OREGON L 2.00% 4.22%- 'P� )- 13,2s) \�, a 0+00 1 +00 yw HAND EXPIRES: 6/30/2023 N 1 SHEET N PEDESTRIAN PATH 2 - PROFILE TYPE A CONCRETE PATH - SECTION7 ids SCALE: H:1 n=20' V:1"=5 N.T.S. 20 O OF 32 CITY OF TIGARD CASE NO. PDR2020-00002 & SUB2020-00005 7 ro 0 1 0 Ln LL z o SW 95TH AVENUE O 0 10+37.77 18PTCR 9.53 < 0 . W TC=172.86 TC=173.32 SW LONGSTAFF STREET TC=172.92 J ( o L cc 2 GUT=172.36 8•0 GUT=172.82 GUT=172.42 M 0 0.7q CURB RETURN TC=172.86 TC=172.50 0 v) p w ~ TC-172.79 GUT-172.80 GUT-172.44 m ce- GUT=172.29 CURVE DATA r vODOeLa Os90=89°41'16" ► Q p bu Q J af �' Q, R=25.00' 3� p Q ° 73' ��MMERCIA 'DRIVEWAY TRANCE • N. • 1 a 3' pC 1- XE � ° Q ►. Q L. WING m a T=24.86�' WING ,� . Q. ° ° 4.1 _ _1 i_ X LL L=39.13 Q p Q (n a172.82 0 172.94 69 TC=172.25 � �� • . � � O GUT=172.25 Q ° Q 7 Vv a*. D� 1.9q D o• D •0� ° 3.38 Q ► . Q ° (V iLt . V 00 0 • _ ` p °Q Q ° ° s Q I- • p. 4 z U D off° A • TC=172.23 �. Q ik, ° a °V • 5'0q �� • GUT=172.23 Q ° ° Q p ° Q z - - - - V V - - - - - - - - - - Q - - - - - - - - - - - - - - - - 173.02 D ��'� ' dos -� o s 173.46 F EP=173.36 \ / EP=173.20173.10 -172.86 • �° ems \ / 3.3' 172.40 ��5g I EP=173.42 \ I / EP=173.27 6O4' v 172.28 D TC=171.76 \ / a '07 o-O° GUT=171.26 \ / EP=173.34 C) Q V v EP=173.47 z 171.80c„.. I \\ EP=173.41 zz \\\ �- 171.84 V . , 1i EDGE OF PAVEMENT EDGE OF PAVEMENT -1 ad Z Lu \ \‘'`' I CURVE DATA \ CURVE DATA Z 1 TRACT A \ W 1 c� I A=37°40'12" I i A=37°40'12" I Z Ce J I 1 O 1.5% 0 1.5% R=27.00 R=27.00' Li] Q T=9.21; T=9.21' -1 L L-LiK••• 171.71 171.64 i L=17.75 I I I I I L=17.75 E a 10+42 79 13.0'RT z EP-173.52PCCR j I I I \ W 7 .I V TC=171.55 EP=173.48 W) I CD O D GUT=171.05 I EP=173.58 Ce CO Ce I I I ce D I I r �L ADA RAMP "A" - PLAN C.0 I I I SCALE: 'I” = 5' I I LOT 19 I LOT 20 I LOT 21 I LOT 22 0 E z w 1- w I in I I I z I I O cn z z E E a SW LONGSTAFF STREET I z w I I I O rn eL o_ I I (/) o a EP=173.92 EP=173.82 ---...((11 I . ocL a I I No 'fiw Ov + ° EL z I4 i • k. ► Q p40.64.4 I- c71 ri • Q ° I o m p Q ° Q .4* I O c ilit T . • EMERGENCY VEHICLE TURNAROUND - PLAN ° p , SCALE: 1" = 5' 0 - 3 Q N I►, • 7-0 r TC=172.26 1.13% TC-172.45 * 172,50 •r� o GUT=172.26 GUT=172.45 co - cD UZ _ � () 0 �SW=172.26 SW=172.45 I co N N E M GUT=17.26 eg 0 b. 4 : ° A S U U/L / a , M •2 o GUT=172.26 TRACT A col LOT o ° MM 0 �� o SCALE z oz ,) ,�, / Sri 5 0 2.5 5 O �-�- F O 6/15/2022 moo - - _ - - Qw , , 3 v W JO -i xx• • Q 1 INCH = 5 FEET NOTE z mill3 3 W AS-BUILT DRAWINGS INFORMA11ON IS BASED ON CONTRACTOR, co 173.15 FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL v ,r 2.5% INFORMA11ON HEREON SHALL BE FIELD VERIFIED PRIOR TO USE/ b- QIN DESIGN AND/OR CONSTRUC11ON. LIPAr L,_I TC=173.10 v • 3 I- GUT=172.60 ° ° 0 ...ccN o o a)I /. • PROF�<-�Ep Fssi o Q �� v R O 84283 Lo / in o /, , (. . - ° OREGON `'/LY 13,2e �) E ok HAND\ PRIVATE DRIVE ENTRANCE - PLAN N EXPIRE SCALE: 1” = 5' EXPIRES: 6/30/2023 SHEET N 0 21 7 (., OF c 32 CITY OF TIGARD CASE NO. PDR2020-00002 & SUB2020-00005 Z = V) 0 0 1 0 I X n i 1 / x X I Lo in - - I I a I Xss l--XSs TL100 I TL 2400 TL 2500 LL z o TL 3100 X xG I Xc XG XG XG XG X X I I Q o _ _ 0 z \ I n I - - 2 " - - - - - - - - - - - - - - - - - - - - - - - z U 11U'J w • XSS \�. XSS XSS XSS XSS XSS �� .N �.;; : xcs_ xss xss xs ' ,_ xss xs� xss xss xs. Q xss xss xss xss xss xss xss xss xss xss xss xss xss xss xss Q / J 0 p � � x \ - - - - - - - - - =!sue'+ �. , - - - - _ _ _ _ _ _ _ _ ■ _ . _ . - ■ - e - e - - - J p 11)I 2 cn ® c� ,. 'b 'e. ,. - - - - - - A M 0 2 xx Ix ® X 4 �...:t'. .. I1 (n / > 5 — — W Do 0 Ln � w x LONGS'TAFFST / 0 m 0 — = cn x _� B 0 ce Ox .� — —. O x — — — — — — — — — — — — — — — — — — — — �� N J Q L7 TL 203 I IA 0 0 A& la m x W W �� 0x �x E'��?��I" ®Q��►����� [�►►:'.a°a°a°Q°a�![�: ' _.aaaa °° c- --° ° ° ° ° ° ° °. ��•p�� ° ° x / = 0 F X LL ®��5 ������� ♦ °°<dEd°4i9 °°A°G°C°<' °<°Y°a°a °a°a°a°a a°a°a°Y° ' . a°<°d°d° <°<°i°<°E°C°ia°ad<°Yaa°a ada°ada°E°AaY° ' If` �PA�����a�®D����rAAkriril+��,�o mil ,y,� d°°4°,. ■ t^ I .I 4. .. • . O 4.44..44. O- �O. ° —OQ ° a ° ° ° ° ° ° ° ° O' ° ° ° O ��el�►�+���A���O�® To X 0 I . .. ..b::. �r : :4®V� .� '�bi, • d •• 4• 4 — _ a �����������v��.��v�®5����®vir��i��~�/ . 4) — - 4 4 —1 4 r 4 1 T \ - -I— /- —T '4 Z I o Of'..: ' Ix I IF- - - - - V - - 4 o 0 II I II iII II II I Ip I — II I I it 1 /= x n B fIx l IIIIA I TRA : Y � I u) — - - —I VA I I I I 1 o I 4.�� • I � I I I II KG = xINX 1 ' .,. ( 9 x x ... - •■ x0. 1 oa il MI Z0 . \..% u, �22 � : 3 IIII1,,, xI1 E . X X i 10 L — — J n 0 - - A 1 N I 11 12 13 14 15 16 17 18 19 20 . I: 2 xx x �� zz QX 0 �i�\X 8- - 7 - - �1 �X X ■X co TL 202 W �$ Z W o I ..:`.e L 1 ! ' , x x 1 \ I 0 F' X *V \ I I I I 'A' w ` W x I0 - - - - F _3C= C=i:4====EC=5:1= =EC=1 10709 * 1 1 W— _ x x *AP .. ' I I III 6 lI �� I I I _I ":,:; .'. :2'. . _ -. --:;, .. - — 40 _ ____ _ _ ____ _ _ • • 4f.11Ia1 '" ,. ICO _ • • CO ,r4: li• ••• g _ _ _l_ L 108__?';.:::.....*. = I 5 A e )):/. /t 7, BUFFER LIMITS!Oil _ __ _ _ __ _ _ 1010691 • /0696 i X I , V , V '— Y— �- X 10823 03 Oki� I" z 0 - - - - - _ _ _ __ _ ....,„ -/ Li yx gLi � zx *f .� ... . ' TRD o —vi acn LLI LLI X111440, ce II r4F� a� f / / / • 11 _, WX 0• S. i /� /) X / \ I ox 3 /�/ . I ®� w o 03 0 - - — x r170404 / •l AS- BUlL / 106182 I1 0 @ I / / wQ — - - — / / ¢ �' `�o X x — - - 1I _ _ / WETLAND BOUNDARY 6 �5 2022 ; z x — — I ��� NOTE N / i o NI �x x x . '#' AS—BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, 4-' o XSD i I 1 ��I I ` FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL , � I — . L INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE �tI O © ��� IN DESIGN AND/OR CONSTRUCTION. 0ei 3 TL200 = — — �: : 1��—mm, - �Mmr mm, �� - = - •— — • • _ _ - - - - - - - - - - - - - - I xc li w N N ~ o Nc� xl x I I I x 1 I (n I ex x I I I 1 I wZcrn 0. O I x x 111 TL 10700 TL 10600 TL 9800 VP a o o 0 x I 3 v) o0 ^^ 0 LO O - ___ TL 9000 L/�i� Y � � � � � X x I I ozo � 1 IN R w J w w 3 v STREET SIGNAGE �C STRIPINGW m ~ LLLI_ 3 i20' 0 10' 20' 40' c,Ats0 % CONSTRUCTION NOTES CO o- ' � . . . r _, zawit_ ow.,. �,CHAINLOCK TREE TIES SIGNAGE & STRIPING LEGEND SCALE: = 20 �-�'� (OR AS APPROVED) INSTALL CENTERLINE MONUMENT BOX COT DWG 170 cn 2/3 HT. OF TREE 2" x 2" D.F. STAKES A SEE SHEET 28 0 0 8'-0" MAX ) CROWN OF ROOTBALL TO BE INSTALL TYPE "E" (STOP BAR) STRIPE \ r , EO ED PROF o 2 ABOVE FINISHED GRADE O / \ TYPE "R" €24 I €24 �I NO NO PARKING SIGN ��.� FSs o 2" MOUND FOR WATER BASIN SEE RIGHT STO P 30" x 30" SW 95TH AVE 6" LONGSTAFF ST I 6" ANY MUTCD R7-1 �� � G283INEER 9 C PARKING 12" X 18" 12 MIN 84283 9 01 ti TIME _ o ������o�`���\�• �����•���\\�������N 2 1/2 BARK MULCH - \ .- STREET TREE CONSTRUCTION NOTES ""' 1 I I--III �\ - FINISH GRADE 2 SIDED 2 SIDED ., 0 OREGON1 a _III /, _ 2 PROPOSED 1 PROPOSED 1 PROPOSED 3 PROPOSED /p `�Y 73,20 $� E -I II I 1=1 II-4 I I BACKFILL SOIL MIXTURE oy W. H N' -. 1 1 1 1 1 1—i i i— WITH FERTILIZER PROPOSED STREET TREE N O NO PARKING SIGN NONO PARKING SIGN "STREET EXTENSION WITH EXPIRES: 6/30/2023 N PARKING MUTCD R7-1 MUTCD R7-1 FUTURE DEVELOPMENT 1 L1-6"MIN. �, 2 to 2 1/2 x EXISTING SUBGRADE PAPERBARK MAPLE OR KOUSA DOGWOOD 12" X 18" PARKING 12" X 18" PER CITY OF TIGARD STOP BAR - SHALL BE HOT-LAID ROOTBALL O (OR A COMBINATION OF BOTH) TANY ANY IME TIME STANDARDS. MATERIAL.OPLASTIC PAVEMENT MARKING SHEET 0 MIN 1.5" CALIPER TREES #1-19 4J 6 , . BARRICADE.STREET 8 22 5 PROPOSED 4 PROPOSED OSEE PERMANENT SIGNAGE LEGEND OF c STREET TREE PLANTING DETAIL ON SHEET 25 N.T.S. 32 v CITY OF TIGARD CASE NO. PDR2020-00002 & SUB2020-00005 0 N) 0 0 I 0 in LL z o O O o z c) Z U 0w < 0 LL o M O o j _ F v) 0 : -�CHAINLOCK TREE TIES O Ca0 _ ce w (OR AS APPROVED) (D O Q O Q 0 2/3 HT. OF TREE 2" x 2" D.F. STAKES m Q 8'-0" MAX i CROWN OF ROOTBALL TO BE I X LL 2" ABOVE FINISHED GRADE V) _1 ~ < O A04 2" MOUND FOR WATER BASIN ClM ~ >- ► Ir - �����oo\�N 2 1/2" BARK MULCH Z H_ 1 I I- / I FINISH GRADE Q U J I , I BACKFILL SOIL MIXTURE 1 1 1 1 1 I—T f I I WITH FERTILIZER L » 2 to 2 1/2 x EXISTING SUBGRADE 1 1-6 MIN. ROOTBALL STREET TREE PLANTING DETAIL z Cl) N.T.S. Z Ci- , AS- BUILT H W z 0 6/15/2022 LLI W NOTE "u 0> Q AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR,FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL 0 z HEREON SHALL BE NOTE: CITY OF TIGARD WILL INSTALL SIGNS AT DEVELOPERS EXPENSE. DETAILS ARE FOR REFERNCE ONLY. INFDESIGNON AND/OR CONSTRUCTION.ELD VERIFIED PRIOR TO USE 0- 0 Z CO GENERAL SIGNING NOTES: MUTCD TABLE 2D-2: RECOMMENDED MINIMUM LETTER HEIGHTS ON STREET NAME SIGNS 1)Contractor shall supply and install all signs, and is responsible for stakingsign locations and obtainin utilityI Recommended Minimum Letter Height pp Yp Type Of Mounting Type Of Street Or Highway Speed Limit Blank Height Initial Upper Case Lower Case locates for staked sign locations. Signs shall be located per typical sign location or as shown on plans. - 12"— - Overhead All Types All Speed Limits 24 Inches 12 Inches** 9 Inches** 2)All signing shall conform to the Manual on Uniform Traffic Control Devices and the County's Permanent (§ (f. ® Post Mounted Multi-Lane More Than 40 MPH 18 Inches 8 Inches 6 Inches z Signing Legend. - o i Post Mounted Multi-Lane Less Than 40 MPH 12 Inches 6 Inches 4.5 Inches 18" HERE TO HERE TO w 4)Posts-A minimum of 2in x 2in x 10 ft galvanized'Unistrut Telespar'or 12 gage perforated posts or Post Mounted 2-Lane All Speed Limits 12 Inches* 6 Inches* Inches* — ANYTIME ANYTIME ANYTIME CORNER CORNER ~ o approved equivalent shall be used. Sign combination and mimimum sign mountin height shall determine post I �o. ~ z r *On local 2-Lane Streets With Speed Limits of 25 MPH or Less,8"Blank With - , z length. Sign posts and anchors shall be installed per'Typical Sign Installation Detail. No other type of post p ' TOW AWAY TOW AWAY TOWAWAY ' TOW AWAY TOW AWAY ' o cn 4"Initial Upper-Case Letters And 3"Lower-Case Letters May Be Used. 6^ shall be used unless prior approval of the county Traffic Engineer is obtained. **For Dual Stacked Overhead Signs Or Overhead Signs Where Standard Letter Heights Yield Sign Sizes + ZONE ZONE ZONE ZONE ZONE a_ z_ Longer Than 12'In Length,8"Initial Upper-Case with 6"Lower-Case Letters May Be Used. ~ (f) cn Q 6)Signing material I 2" + g A)Minimum retroreflectivitylevels shall meet MUTCD table 2A-3 I 4" t SW Taylor st 3 zj � 1)Street Name Signs: No Parking Signs:use County standard 12"x 18"with 12"x 6"TOW AWAY zo � � ZONE rider. When arrows are used, signs at both ends of the zone shall have 0 B Minimum sheetingtype shall be ASTM III Prismatic } 2" }z.5• A)It is the contractors responsibility to verify the final street names with the County Survey Office yp } "r T at(503)846-8723 before ordering and installing street name signs. single arrows pointing in the appropriate direction with double arrows in LJ zo C)Fluorescent yellow-green shall be used for school related signs SW 9 0 t h Ave 2" e" B)Street name signs for cross streets shall be designed to the standard for the road approaching between. o T _L the cross street. > z C)Use flat blade aluminum blanks. a_ J - i D)Post mounted street name signs shall be two(2)sided,without borders and be installed on top "NO PARKING"signs are to be 45°to roadway. 45°brackets are acceptable 4" of post with special brackets. N o E. SW Taylor st 4"I 12" E)Overhead street name signs shall be one(1)sided and be installed with Pelco brackets or when mounted below another sign. w } 3. }4" i equivalent banding type adjustable brackets. ¢ I� o PERMANENT SIGNING LEGEND } _L} f F)Prefixes shall be used for all street name signs. oro z RXN Remove Existing Sign(N) Face Sign � 5/16"Galv.Or SW 90 th Ave 12" Prefixes:all upper case letters o Aluminum Alloy Washer Suffixes:upper and lower case letters a N MN Remove Existing Sign(N)And(M)Sign Support i �L_ + + Superscript for numerical street names:all lower case letters z (NI + G)All street name sign text,exluding superscript,shall be center justified. 3/8'x 7/16"Drive Rivet + 56 H)Common abbreviations:use MUTCD table 1A-1,with these exceptions: oInstall New Sign(N) i-ri9 N }" 5 SW Taylor st f"s 18" Ave=Avenue; Lp=Loop; Ln=Lane; Wy=Way 24" 30" 24" o } ` ' ` _ J Install New Sign(N)On New(M)Sign Support L J J- T ' a 101 ■ SW 90 th Ave te" SPEED SPEED SPEED 3 T Typical Street Name L� RSN Remove And Save Existing Sign(N) ;' , , „ _ o ci Anchor Sleeve 214"x2Y2,18"deep Sign Installation For ■ c, \ / Sign Tree �, LIMIT z Remove And Save Existing Sign(N)And Anchor 2/,X 2/.",36"deep sly B Arterial Intersections. 30" 3s" 30" Z w e 00 Remove(M)Sign Support 101/ Typical Street Name Sign arn� —, 35 3535 oo N y- ■s� Sign Post 2"X 2" 12"deep Installation For = S R, cn N- AM Remove And Save Existing Sign(N)And ■ • . 4 'i rn E Iiii Local&Collectors G0\ — w o M (M)Sign Support syv Go, Intersections. 5� O Major Steet U O CO `° c o ® Maintain And Protect Existing Sign(N)And Support ■■■ ■■■ =I'" p 5TO / a w (.0 M T o f • RIN Reinstall Existing Sign(N) O'Si9r / 019gfiSign Tree Speed Signs:24"x 30"on local streets and neighborhood routescpjIi !Jn d9 " E 2�, of in to B 30"x 36"on collector and arterial roads E m Reinstall Existing Sign(N)On New(M)Sign Support 2"to 4" ' III Min roger 1'� CROSS INTERSECTION Z a H i L 0 3/8"X 7/16" !off `, Drive Rivet re The word"LIMIT"shall only be used on speed signs within city a " Q ' RIN Reinstall Existing Sign(N)And(M)Sign Support ®8 y p g y W cn m IM 8 Post limits and for all school speed zones. ` I .,� Install New Sign(N)And Reinstall(M)Sign Support® B ��Sleeve ;; e Anchor , ;� LEL Remove Existing Sign(N)And IA! - See MUTCD R2-1 and 0R2-1 for sign details. r" .; lip liar Save Existing(M)Sign Support ',11'I� 1 Sign Tree rn N=Sign Number TYPICAL SIGN INSTALLATION :r 4, ♦ M=Material NTS I '► ♦ ' Ad-,,. TEE INTERSECTON o m Materials:S=Perforated Square Breakaway Steel „�pin `S'�@��� ' o SP=Signal Pole Stainless Steel Clamp 3� ���@ / 0tGoa) ' TYPICAL SIGN LOCATIONS SL=Stainless Steel Clamp on Street Light 0f0�rb `tea Face Pd%� NTS rpRo.,FoFace GINEE. .�4283 - 0 gTON GSON C ZON el like, WASHINGTON COUNTY .I� �Oo WASHINGTON COUNTY �`N' �Oa WASHINGTON COUNTY / / o 3��.DEPARTMENT OF LAND USE & PERMANENT SIGNING LEGEND 3��- DEPARTMENT OF LAND USE & STREET NAME SIGNS j�< DEPARTMENT OF LAND USE & NO PARKING AND SPEED SIGNS ` OREGON L '''''• TRANSPORTATION _�" TRANSPORTATION _~""0 ORFGON ENGINEERING SECTION O.PFGON ENGINEERING SECTION TRANSPORTATION ORFGON ENGINEERING SECTION _ � 2Y 13 2010 �Lj oy H 0�� CAD: 6510.DWG 3/13/14 6510 CAD: 6511.DWG PLOT STAMP: 03/13/14 6:00P KELLYE EFFECTIVE DATE: WASH. CO. # PLOT STAMP: 03/13/14 5:57P KELLYE EFFECTIVE DATE: WASH. CO. # PLOT STAMP: 03/13/14 6:01P KELLYE EFFECTIVE DATE: WASH. CO. # �/ N 3/13/14 6511 CAD: 6512.DWG 3/13/14 6512 N EXPIRES: 6/30/2023 I SHEET N 0 23 7 c., OF c 32 CITY OF TIGARD CASE NO. PDR2020-00002 & SUB2020-00005 7 D ro 0 0 I 0 Table 1. Plant List for Planting Areas o LL Scientific Plant Plant Spacing Total z Common Name Name Form/Size ' (ft on center) Number of CONSTRUCTION NOTES*: O oz plants VC Enhancement Area(21,339 SF) INSTALL 4"x4" VEGETATIVE CORRIDOR SIGN (/) z U Treesw � (CWS DWG 790) - X NEEDED < D LJJ cc o Western red cedar Thuja plicata 2 ga1/36" 10 ft O.C. 202 J O Q Red alder Alnus rubra 2 gal/36" 10 ft O.C. 202 INSTALL ORANGE CONSTRUCTION FENCE ALONG LIMITS OF VEGETATED J p Ln 0 0_ _ e�!teu Big leaf maple Acer macrophyllum 2 ga1/36" 10 ft O.C. 202 O CORRIDOR PRIOR TO COMMENCING CONSTRUCITON — > ch o Rhamnus > — w Natural Area Cascara 2 ga1/24" 10 ft O.C. 202 O (/) 0 purshiana 3 INSTALL SPLIT RAIL FENCE ALONG LIMITS OF VEGETATED CORRIDOR m i_ _ w Do not disturb soil or vegetation. Vine maple Acer circinatum 2 gal/24" 10 ft O.0 252 This area protects water quality. A O O eaallding,devolopmant and�oBatatlon manaBemant Douglas fir Pseudotsuga 2 gal/36" 10 ft O.C. 202 O J Q are restricted In this a.aa. menziesii 27- Subtotal 125 r *A. ckan\%atcrr Sen ices SOON Shrubs m Q _ _ X � (507)681-3800 Pacific ninebark Physocarpus 1 gal/18" 4-5 ft O.C. 1102 J Q O www.CleanWateBervfces.a.g eapitatus / Twinberry Lonicera 1 gal/18" 4-5 ft O.C. 1182 Q Cr) involucrata CV Tall Oregon-grape Mahonia aquifolium 1 gal/18" 4-5 ft O.C. 1102 Z H_ Thimbleberry Rubus parviflorus 1 gal/18" 4-5 ft O.C. 1102 Q U 12"X18"SIGNS SHALL BE PLACED IN A MANNER AS TO CLEARLY IDENTIFY THE SENSITIVE Oemleria AREA AND VEGETATED CORRIDOR AS WELL AS AT ALL POINTS OF ENTRY SUCH AS THE Osoberry cerasiformis 1 gal/18" 4-5 ft O.C. 1102 BEGINNING OF PATHS.TRAIL HEADS AND ANY PLACE THAT THE PUBLIC MAY WANT OR BE ABLE TO ENTER AREA. Red-osier dogwood Corpus sericea Bare root/18" 4-5 ft O.C. 1102 Baldhip rose Rosa gymnocarpa 1 gal/1.5' cluster 1102 Snowberry Symphoricarpos 1 gal/18" 4-5 ft O.C. 1102 albus Salmonberry Rubus spectabilis 1 gal/1.5' cluster 1102 Serviceberry Amelanchier 1 ga1/2' single 1182 O 11*N alnifolia (/) Swordfern Polystichum 2 gallon cluster 1182 S B U/L Z Z Protected munitum Natural Area Subtotal 1,109 Q CeQ Do not disturb sou or vegetation. TOTAL 1,234 6/7 5/2 022 J This area protects water quality. NOTES: 'Substitutes for plant form (e.g. bare root)and species may be used based on availability? O a euM01..Ombsele,:t and vegetation management Individual species quantities to be determined in landscape am restricted In Ode arK cioanwarservices AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, 600 FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL W Q Z_ leonleat-aoo INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE IN DESIGN AND/OR CONSTRUCTION. W W i. > I— Z O Q Q ce I— .J Table 2. VC Enhancement Area Seed Mix 1:1W a 4"X4"SIGNS SHALL BE USED FOR AREAS WHERE A LARGE NUMBER OF SIGNS ARE NEEDED 1 Common Name Scientific Name Percentage of Seed Mix ** Z SUCH AS THE BACK OR SIDE YARDS ON EACH LOT ADJACENT TO THE SENSITIVE AREA OR NOTES: VEGETATED CORRIDOR IN NEW SUBDIVISIONS OF PARTITIONS. Native Wildflower/Grass Mix ■ . ■ Native California brome Bromus carinatus 15 USE THIS SIGN FOR THIS PROJECT Blue wildrye Elymus glaucus 30 CONTRACTOR SHALL ARRANGE TO HAVE THE LIMITS OF THE VEGETATED Meadow barley Hordeum brachyantherum 15 1. CORRIDOR FIELD STAKED FOR THE PURPOSE OF INSTALLING THE ORANGE Spike bentgrass Agrostis exarata 20 CONSTRUCTION FENCE PRIOR TO COMMENCING CONSTRUCTION. VEGETATE : C ❑ R R I : ❑ R California Oat Grass Danthonia califomica 20 CleanWater Services TOTAL 100 z0 SIG \ AGE *Seeding rate of pure live seed (PLS), 35 pounds per acre for hydroseed application. "Seed mix application z DRAWING NO. 790 REVISED 12-06 quantity is to be calculated for VC planting area and is subject to availability and measure PLS. w w 0 z_ o cn a_ z it � o z w J O_ D w Q U) O 1- a_ LLJ Z ct CC O 0 Z � w O O cL 0 f� W N H ...— —..:\ I I I I I t� Q 16 17 18 -w•%• • '.• .•1 " •S • ••_}.`—7 77'7.-:,• , t.. . .- ,-..... -.,.-4, 8 ` ..14A070. ,- 3 20 . . :1 21 22 -.: . 23 ,=, --....., 0 0 / lipp• ' .: [���vt':�ar�lex�'.arw . ..-e/./i.��- � `L� ':'i-I1ln.l '•••'e — — - - - - - 108„...' � �� ` �'� � -� - 1� 1 7 :,g.i _,..0„, .- - - : - �- O 7,,,'-,:--:'-•:'_..=-_. .. —TRB••'.=—:%; ' '•/..- ''''''.:4_' ,-....,, ,-4-*--.•--: . .'. .,-•••,,t16: •_-,-,.•/4_1 1,1"-',:_-___±,',,'. _...4a;.. # 04i - , 66' * I . 0 i 0 di ��, / '',/z 07 4 0 , B 40* No.- , 0* 1 - ;Bifi:NIDIIAR:141P'''.."k: �. ._ � . •• 0 {� w zi.(DI 1___ _ .:., :q. r-- 1 i /4" _fa 4, 0 4 4ir At 4.0r • i (,) „,r- E I El, 1.•..::*--. ....r . . -. # a 0 1? g .0,_ 1 o iiillo_l 1 p .:7 4 ►0'�` �� ' to_ D 44 N __.. DEGRADED ♦♦♦♦ MARGIlVAL ♦♦♦ �♦♦♦. -* ♦♦ tiO oM NOW tiA Z 0 Z 0 o ° o-�� f����® �OAT.C41.2 OIL.,:.'' o !, ♦♦• �♦�♦♦♦♦♦♦♦♦ ♦♦ ��« I 44$'44404,04 . * e ,Allr •. _ _L. •• z Lc w 3Air 40. : •.. . I 7i- cv 3 It — w_ �,` ♦ .0 .. v.���♦ 0 G G �/ iii V .. vier �• 0 0 SCALE. 1 — 20 LP L.8 cb LIOP.. 1Z ,♦ EDPROF ��� . ♦' �Gj �NGINfFR S/� O• I WETLAND `F.� FS o .♦♦♦♦♦ , 84283 of o ♦♦♦♦� i �' ,,� ♦♦♦♦ • 0 G OREGON d. , • vs._ v.,....: h. ��� .A . \ N 4; 0 j__,\ G vv. \-{— i EXPIRES: 6/30/2023 N I - = _ A _ � 4 - . � � -� � —� � -- - - - - - T- - - -(S� - - � — - - - - - - - - SHEET N 1 C•J O VEGETATED CORRIDOR PLANTING PLAN 24 OF c SCALE: 1"=20' 32 46 CITY OF TIGARD CASE NO. PDR2020-00002 & SUB2020-00005 o N) 0 0 1 0 in LL z o 0 0 0z PLANTING NOTES (PER CWS DESIGN & CONSTRUCTION STANDARDS, APPENDIX A LANDSCAPE MAINTENANCE PLAN: Z REQUIREMENTS, JUNE 2007) Q E,)w 1. CLEAN WATER SERVICES REQUIRES A TWO-YEAR MAINTENANCE PERIOD FOR VEGETATED CORRIDOR MITIGATION OR J O CD ENHANCEMENT PLANTINGS. THE ENHANCEMENT AREA IS TO BE INSPECTED ANNUALLY, A MINIMUM OF THREE TIMES DURING THE REMOVE BURLAP CROWN OF ROOTBALL J C. 0_ 1. CONTRACTOR IS RESPONSIBLE FOR PLANT QUANTITIES. IF THERE IS A DISCREPANCY BETWEEN WHAT IS SHOWN AND THE QUANTITY IM GROWING SEASON AND ONE TIME PRIOR TO ONSET OF THE GROWING SEASON. INVASIVE SPECIES CONTROL IS TO BE CONDUCTED FROM ROOTBALL M 0 o LISTED, DESIGN INTENT PREVAILS. AS NEEDED BASED UPON THE SITE INSPECTIONS. TO BE 3 ABOVE FINISH GRADE w TEMPORARY 2" MOUND o i_ V) 0 2. PLAN BASED ON REPORT DONE BY ENVIRONMENTAL SCIENCE & ASSESSMENT, LLC, JACK DALTON DATED MARCH, 2016. REFER TO w CWS SERVICE PROVIDER LETTER SPL. NO. 17-000583, APRIL 04, 2017. 2. CLEAN WATER SERVICES SUCCESS CRITERION FOR VEGETATED CORRIDOR LANDSCAPING IS 80% SURVIVAL OF TREE AND SHRUB FOR WATER BASIN; CUT THROUGH EROSION m - oC PLANTINGS DURING THE TWO YEARS FOLLOWING PLANTING. THE VEGETATED CORRIDOR LANDSCAPING SHOULD BE MONITORED REMOVE UPON ONSET CONTROL MATTING 0 D 0 < 3. PLANTINGS SHALL BE MULCHED A MINIMUM OF THREE INCHES IN DEPTH AND 18 INCHES IN DIAMETER TO RETAIN MOISTURE AND ANNUALLY IN THE SPRING OR FALL BY THE ENGINEER OR OWNERS REPRESENTATIVE (CONTACT PEVZNER HOMES, ATTN: EDWARD OF RAINY SEASON WHERE APPLICABLE 0 V) -I < Q9 DISCOURAGE WEED GROWTH AROUND NEWLY INSTALLED PLANT MATERIAL. PEVZNER, 503-888-6405) TO ASSESS SURVIVAL OF TREE AND SHRUB PLANTINGS. IF ANY MORTALITY IS NOTED ON THE SITE, HYDRO-SEED DC I- X E I= THE FACTOR LIKELY TO HAVE CAUSED THE MORTALITY OF PLANTINGS IS TO BE DETERMINED AND CORRECTED IF POSSIBLE. IF J SURVIVAL FALLS BELOW 80% AT ANY TIME DURING THE TWO-YEAR MAINTENANCE PERIOD, THE PLANTINGS SHALL BE REPLACED, o - '_�"_.kc_vs...- \//\\\ / :`.. " "' m 0 < 4. NO STRUCTURES, DEVELOPMENT, CONSTRUCTION ACTIVITIES, GARDENS, LAWNS, APPLICATION OF CHEMICALS, UNCONTAINED AREAS I- \/\� /\�/\\ \/\\ 111-111- = XLL OF HAZARDOUS MATERIALS AS DEFINED BY OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY, PET WASTES, DUMPING OF ANY AND OTHER CORRECTIVE MEASURES, SUCH AS ADDITIONAL MULCHING OR IRRIGATION, MAY NEED TO BE IMPLEMENTED. IF o 111 II II II \�� \\\�/\�\\\\ -I FINISH GRADE J ~ Q 0 MATERIALS OF ANY KIND, OR OTHER ACTIVITIES, SHALL BE PERMITTED WITHIN THE SENSITIVE AREA OR VEGETATED CORRIDOR WHICH REPLANTING IS NECESSARY, THE MAINTENANCE PERIOD WILL BE EXTENDED FOR TWO YEARS FROM THE DATE OF REPLANTING. �I -III- �/ ,, �/, /�// - 12" M MAY NEGATIVELY IMPACT WATER QUALITY, EXCEPTING THOSE ALLOWED IN CHAPTER 3. y y \ � � ^� TOPSOIL Q N 3. MAINTENANCE AND MONITORING REQUIREMENTS SHALL COMPLY WITH SECTION 2.11.2 OF R&O 07-20. BACKFILL SOIL MIXTURE I- 5. CLEAN WATER SERVICES SHALL BE NOTIFIED 72 HOURS PRIOR TO THE START AND COMPLETION OF ENHANCEMENT ACTIVITIES. / / PER SPECIFICATIONS Z ENHANCEMENT ACTIVITIES SHALL COMPLY WITH THE GUIDELINES PROVIDES IN LANDSCAPE REQUIREMENTS (R&O 07-20: APPENDIX D). 4. ACTIVITIES LOCATED WITHIN THE 100-YEAR FLOODPLAIN SHALL COMPLY WITH SECTION 3.13 OF R&0 07-20. 2 X ROOTBALL EXISTING SUBGRADE Q U &0 07-20, 5. SPLIT RAIL FENCING SHALL BE PLACED ALONG THE LIMITS OF VEGETATED CORRIDOR. FENCING SHALL BE CLEARLY MARKED 6. ENHANCEMENT OF THE VEGETATED CORRIDOR SHALL BE PROVIDED IN ACCORDANCE SPL PLANTING PLAN AND WITH R APPENDIX D. WITH SIGNS DEFINING THE AREA AS A VEGETATED CORRIDOR. SIGNS SHALL BE AFFIXED TO THE FENCE AS SHOWN ON THE PLAN OR AS APPROVED BY CWS. FOLLOW CWS STANDARDS FOR FENCING AND SIGNS. SIGNS CAN BE PURCHASED AT THE CWS OFFICE. 7. THE VEGETATED CORRIDOR AND WATER QUALITY SWALE SHALL BE PLANTED WITH DISTRICT APPROVED NATIVE SPECIES, AND 6. THE PARTY RESPONSIBLE FOR MAINTENANCE AND MONITORING OF THE VEGETATED CORRIDOR IS: \ \ DECIDUOUS TREE PLANTING DESIGNED TO BLEND INTO THE NATURAL SURROUNDINGS. re 1 \ \ N.T.S. 0 8. PLANTINGS ARE TO BE FLAGGED TO IDENTIFY THE PLANT DURING DORMANT SEASON. TAGS TO REMAIN ON PLANT MATERIAL AFTER PLANTING FOR MONITORING PURPOSES. V) SAMM-MILLER LLC Q 9. SHOULD FINAL DEVELOPMENT PLANS DIFFER SIGNIFICANTLY FROM THOSE SUBMITTED FOR REVIEW BY THE DISTRICT, THE APPLICANT 1327 JAY CT. Z W SHALL PROVIDE UPDATED DRAWINGS, AND IF NECESSARY, OBTAIN A REVISED SERVICE PROVIDER LETTER. WEST LINN, OR 97068 ` , Q CONTACT: SCOTT MILLER J I- 10. PLANTINGS SHOULD PREFERABLY BE COMPLETED IN THE FALL (MID OCTOBER-EARLY DECEMBER) OR EARLY SPRING (FEBRUARY 1 503-819-3610no la- 0 AND MAY 1 OR BETWEEN OCTOBER 1-MARCH 15), WHEN THE SURFACE SOIL HAS BEEN MOISTENED BY THE SEASONAL RAINS. PLANTS I- 0 Z MAY BE INSTALLED AT OTHER TIMES OF THE YEAR; HOWEVER, ADDITIONAL MEASURES MAY BE NECESSARY TO ENSURE PLANT SURVIVAL. --cs 11. THE VEGETATED CORRIDOR WIDTH FOR SENSITIVE AREAS WITHIN THE PROJECT SITE SHALL BE A MINIMUM OF 35 TO 50 FEET REMOVE BURLAP CROWN OF ROOTBALL W WIDE, AS MEASURED HORIZONTALLY FROM THE DELINEATED BOUNDARY OF THE SENSITIVE AREA. FROM ROOTBALL TO BE 3" ABOVE Z HA Z FINISH GRADE W HA 12. REMOVAL OF NATIVE, WOODY VEGETATION SHALL BE LIMITED TO THE GREATEST EXTENT PRACTICABLE. TEMPORARY 2" MOUND �' ' CUT THROUGH EROSION FOR WATER BASIN; CONTROL MATTING O < Z 13. PRIOR TO ANY SITE CLEARING, GRADING, OR CONSTRUCTION THE VEGETATED CORRIDOR AND WATER QUALITY SENSITIVE AREAS REMOVE UPON ONSET SHALL BE SURVEYED, STAKED, AND TEMPORARILY FENCED PER APPROVED PLAN. DURING CONSTRUCTION THE VEGETATED CORRIDOR INVASIVE PLANT REMOVAL OF RAINY SEASON SHALL REMAIN FENCED AND UNDISTURBED EXCEPT AS ALLOWED BY SECTION 3.06.1 AND PER APPROVED PLANS. 1. INSTALL PLANTINGS AS INDICATED ON PLANTING LIST. viline HYDRO-SEEDCL W J 14. PRIOR TO CONSTRUCTION, A STORMWATER CONNECTION PERMIT FROM THE DISTRICT OR ITS DESIGNEE IS REQUIRED PURSUANT TO o 1 r�-��i- ��/ / ��/�� I L �r "fl ". a 2. REMOVE VEGETATIVE GROWTH OF WOODY INVASIVE SPECIES MANUALLY OR MECHANICALLY IF NEEDED. v' -111-III-III-\\\ \�\\-III-I - W ORDINANCE 27, SECTION 4.B. o 111-111-111 /\\/ \\\ 1 -1 FINISH GRADE 3. REMOVE WOODY SHRUB/VINE ROOT MATERIAL BY HAND IN THE GOOD CONDITION CORRIDOR AS TO NOT DISTURB THE N \I \III \\ III \\/ 12" TOPSOIL > 15. REMOVAL OF INVASIVE NON-NATIVE SPECIES BY HAND IS REQUIRED IN ALL VEGETATED CORRIDORS RATED "GOOD". REPLANTING SURROUNDING NATIVE VEGETATION. -� IS REQUIRED IN ANY CLEARED AREAS LARGER THAN 25 SQUARE FEET. BACKFILL SOIL MIXTURE 16. PRIOR TO INSTALLATION OF PLANT MATERIALS, ALL INVASIVE VEGETATION WITHIN THE VEGATED CORRIDOR WILL BE REMOVED. 4. REMOVE ALL NON-NATIVE HERBACEOUS VEGETATION WITHIN A 3-FOOT DIAMETER FOR EACH PLANTING LOCATION (AS 2 X ROOTBALL DURING REMOVAL OF INVASIVE VEGETATION CARE SHALL BE TAKEN TO MINIMIZE IMPACTS TO EXISTING NATIVE TREES AND SHRUB NECESSARY) PRIOR TO INSTALLATION TO ALLOW SUITABLE AREA FOR LIGHT AND WATER UPTAKE. EXISTING SUBGRADE SPECIES. 5. IDENTIFY ALL NON-NATIVE SHRUB SPECIES FOR REMOVAL BY CONTRACTOR (I.E. HIMALAYAN BLACKBERRY, ENGLISH IVY) o 17. PERFORMANCE ASSURANCES FOR THE VEGETATED CORRIDOR SHALL COMPLY WITH SECTION 2.06.2, TABLE 2-1 AMD SECTION 2.10, WITHIN THE PLANTING AREA ADJACENT TO THE PROPOSED DEVELOPMENT. THESE SPECIES MAY BE MARKED IN THE FIELD BY A r \ EVERGREEN TREE PLANTING E TABLE 2-2. QUALIFIED LANDSCAPER OR BIOLOGIST. 2 - w \ \ N.T.S. o 18. MAINTENANCE AND MONITORING REQUIREMENTS SHALL COMPLY WITH SECTION 2.11.2 OF R&O 07-20. IF AT ANY TIME DURING z THE WARRANTY PERIOD THE LANDSCAPING FALLS BELOW THE 80% SURVIVAL LEVEL, THE OWNER SHALL REINSTALL ALL DEFICIENT o cn = CD E PLANTINGS AT THE NEXT APPROPRIATE PLANTING OPPORTUNITY AND THE TWO YEAR MAINTENANCE PERIOD SHALL BEGIN AGAIN FROM a_ z z THE DATE OF REPLANTING. tilL Tcry o azS B l CROWN OF ROOTBALL z LiiCD D J Z 19. FOR VEGATED CORRIDORS UP TO 50 FEET WIDE, THE APPLICANT SHALL ENHANCE THE ENTIRE VEGETATED CORRIDOR TO MEET OR TO BE 3" ABOVE o EXCEED GOOD CORRIDOR CONDITION AS DEFINED IN SECTION 3.14.2, TABLE 3-3. TEMPORARY 2" MOUND FINISH GRADE j CC 20. AN APPROVED OREGON DEPARTMENT OF FORESTRY NOTIFICATION IS REQUIRED FOR ONE OR MORE TREES HARVESTED FOR SALE, 6/�5\022 FOR WATER BASIN; t CUT THROUGH EROSIONLi 1- oCi QREMOVE UPON ONSET i NOTE OF RAINY SEASON CONTROL MATTING > zcc TRADE, OR BARTER, ON ANY NON-FEDERAL LANDS WITHIN THE STATE OF OREGON. ,„, ocL 0 0 21. APPROPRIATE BEST MANAGEMNT PRACTICES (BMP'S) FOR EROSION CONTROL, IN ACCORDANCE WITH THE CWS EROSION CONTROL AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, +\ � HYDRO-SEED N m TECHNICAL GUIDANCE MANUAL SHALL BE USED PRIOR TO, DURING AND FOLLOWING EARTH DISTURBING ACTIVITIES. FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL J INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE o _'.r�\1�I-I\ /\ \\ -I- Q ,.\-, I~ - I =I- \ \ j- 1 CD IN DESIGN AND/OR CONSTRUCTION. o / FINISH GRADE w 22. PRIOR TO AN SITE CLEARING, GRADING, OR CONSTRUCTION, THE APPLICANT SHALL PROVIDE THE DISTRICT WITH THE REQUIRED ;il = \ \ > VEGETATED CORRIDOR ENHANCEMENT/RESTORATION PLAN IN COMPLIANCE WITH R&O 07-20. nl Loi - 12" TOPSOIL o N N III BACKFILL SOIL MIXTURE z 23. FOR ANY DEVELOPMENTS, WHICH CREATE MULTIPLE PARCELS OR LOTS INTENDED FOR SEPARATE OWNERSHIP, THE DISTRICT SHALL REQUIRE THAT THE SENSITIVE AREA AND VEGETATED CORRIDOR BE CONTAINED IN A SEPARATE TRACT AND SUBJECT TO A "STORM 8' 2 X ROOTBALL o SEWER, SURFACE WATER, DRAINAGE AND DETENTION EASEMENT OVER ITS ENTIRETY" TO BE GRANTED TO THE CITY OR CLEAN WATER1 - EXISTING SUBGRADE SERVICES. 0 5 -. - 24. PROTECTION OF THE VEGETATED CORRIDORS AND ASSOCIATED SENSITIVE AREAS SHALL BE PROVIDED BY THE INSTALLATION OF 111 a PERMANENT FENCING AND SIGNAGE BETWEEN THE DEVELOPMENT AND THE OUTER LIMITS OF THE VEGETATED CORRIDORS. FENCING CEDAR a w 7,11 DETAILS TO BE INCLUDED ON THE DETAIL SHEET. POST 3' SHRUB PLANTING , No r1 3 Wz _ cs)F) c) o N.T.S. i o (96 I Y a LU - ( O O - 8 o \ /\� /\ \% % % % %\/\ % % % %/4 %\\%\\% w m Et w Q 3 co / // I I: t\\/\\\i\\,\\\\\/\\\A A\\/\\/\\/�\\\\\\\\\\\/\\.,\\\/�\A .•°I �p --.` \/.\\/�\% ga 3 CONCRETE `1 �'=; 2' STAKE TUBE TO GROUND TREE OR SHRUB W C0 FRONT W/----___ °:I f PER MFR'S SPECIFICATIONS v I:. GRAVEL BASE ,I .-L • Q e WITH WOOD OR s 2 SCARF-END . , 1 BAMBOO STAKE PHOTODEGRADABLE, NON-PERFORATED r °' �0.���� a•�� CEDAR RAILS WITH „001-'91-' i �4 ,-� LAPPED INSTALLATION • 1\L Z-BROWSE PROTECTION TUBE, m INSTALLED PER MFR'S SPECIFICATION cp rn CEDAR SPLIT RUSTIC POST & RAIL FENCE re PROFF oco NTS ' FR• 2� I 4-44 84283\ _ _ _ La 5 OREGON - /i) 13,2�1� �� E yW HP\ EXPIRES: 6/30/2023 I I \ \ BROWSE PROTECTION DETAIL SHEET N 4 25 \ \ N.T.S. OF 0 32 CITY OF TIGARD CASE NO. PDR2020-00002 & SUB2020-00005 7 . 0 0 I 0 VEGETATED CORRIDOR CONSTRUCTION NOTES LL Z o a GENERAL: 2. THE REMOVAL OF HIMALAYAN BLACKBERRIES AND NON-NATIVE HERBACEOUS PLANTS SHALL BE 5. CONTRACTOR SHALL NOT MAKE SUBSTITUTIONS OF PLANT MATERIALS. IF REQUIRED LANDSCAPE BUFFER AREA MONITORING: 0 z ACCOMPLISHED BY HAND CLEARING WITH APPROPRIATE EQUIPMENT SUCH AS "WEED EATERS" AND MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON-AVAILABILITY AND PROPOSAL FOR USE OF v) Z (' 1. ALL LOCAL, MUNICIPAL, STATE, AND FEDERAL LAWS REGARDING USES, REGULATIONS, GOVERNING OTHER SIMILAR BRUSH CLEARING MACHINERY. THE USE OF SMALL, SELF-PROPELLED EQUIPMENT EQUIVALENT MATERIAL. WHEN AUTHORIZED, ADJUSTMENTS OF CONTRACT AMOUNT (IF ANY) WILL I. BUFFER MITIGATION AREA MONITORING SHALL OCCUR DURING THE GROWING SEASON (MARCH I < 0 U L� o OR RELATING TO ANY PORTION OF THE WORK DEPICTED ON THESE PLANS, ARE HEREBY THAT IS SPECIFICALLY DESIGNED TO REDUCE SURFACE IMPACT AND OPERATE EFFECTIVELY ON BE MADE BY CHANGE ORDER. J O Q cc NOVEMBER 30) AS FOLLOWS: O INCORPORATED INTO AND MADE PART OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL SOFT SOILS MAY BE ALLOWED UNDER THE SUPERVISION OF THE ENVIRONMENTAL CONSULTANT. -I CD BE CARRIED OUT BY THE CONTRACTOR. THE CONTRACTOR SHALL, AT ALL TIMES PROTECT THE 6. PLANT SIZES AND GRADING SHALL CONFORM TO THE LATEST EDITION OF AMERICAN STANDARD YEAR I: SEMIMONTHLY DURING THE FIRST THREE MONTHS (6 SITE VISITS) M PUBLIC THROUGHOUT THE CONSTRUCTION PROCESS. 3. THE USE OF HERBICIDES APPROVED FOR APPLICATION IN PLANTING AREAS SHALL BE ALLOWED AS FOR NURSERY STOCK, AS SPONSORED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. 5 SITE VISITS A METHOD TO CONTROL THE GROWTH OF HIMALAYAN BLACKBERRIES AND NON-NATIVE (AAN). MONTHLY DURING THE REMAINING MONTHS (5 ,C m I- - 0 w Ce 2. THE LANDSCAPE CONTRACTOR SHALL CAREFULLY CORRELATE CONSTRUCTION ACTIVITIES WITH THAT HERBACEOUS PLANTS. CURRENTLY THE HERBICIDE "RODEO" IS THE ONLY HERBICIDE APPROVED YEAR 2: MONTHLY (8 SITE VISITS) 0 O Q OF THE EARTHWORK CONTRACTOR AND OTHER SITE DEVELOPMENT. FOR USE IN WATER-SENSITIVE AREAS. ANY SUBSTITUTE TO "RODEO" SHALL RECEIVE WRITTEN 7. ALL VEGETATION SHOWN ON THIS PLAN SHALL BE MAINTAINED IN A HEALTHY AND VIGOROUS APPROVAL PRIOR TO APPLICATION FROM ENVIRONMENTAL CONSULTANT. HERBICIDES SHALL ONLY GROWING CONDITION THROUGHOUT THE DURATION OF THE PROPOSED USE. ALL VEGETATION NOT YEARS 3 - 5: BIMONTHLY (4 SITE VISITS PER YEAR) O < Q9 3. THE CONTRACTOR SHALL VERIFY DRAWING DIMENSIONS WITH ACTUAL FIELD CONDITIONS AND BE APPLIED BY A LICENSED HERBICIDE APPLICATOR. SO MAINTAINED SHALL BE REPLACED WITH NEW VEGETATION AT THE BEGINNING OF THE NEXT ( C F- X E 1= INSPECT RELATED WORK AND ADJACENT SURFACES. THE CONTRACTOR SHALL VERIFY THE GROWING SEASON. m I. BUFFER ENHANCEMENT AREA MONITORING TO BE PERFORMED BY CWS FOR A PERIOD OF TWO O Q ACCURACY OF ALL FINISH GRADES WITHIN THE WORK AREA. THE CONTRACTOR SHALL REPORT TO 4. PERFORM GROW-AND-KILL WEED ABATEMENT PRIOR TO INSTALLATION OF ANY PLANT MATERIALS YEARS. = J H X LL THE LANDSCAPE ARCHITECT AND OWNER ALL CONDITIONS WHICH PREVENT PROPER EXECUTION OF (EXCEPT TREES) AND AFTER INSTALLATION OF IRRIGATION SYSTEM. PLANTING: V) Q O THIS WORK. A. APPLY LIQUID FERTILIZER TO ALL PLANTING AREAS PER MANUFACTURER'S SPECIFICATIONS. 2. PLANTINGS SHALL BE EVALUATED TO ENSURE A MINIMUM OF 80% SURVIVAL RATES FOR THE Q N ~ 4. THE EXACT LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND UNDERGROUND UTILITIES, B. MAINTAIN PLANTING AREAS IN MOIST CONDITION FOR A PERIOD OF TWO WEEKS TO PROMOTE 1. PLANTINGS SHALL BE INSTALLED BETWEEN FEBRUARY 1 AND MAY 1, OR BETWEEN OCTOBER 1 AND 100% PLANTING REQUIREMENTS. WHICH MAY NOT BE INDICATED ON THE DRAWINGS, SHALL BE DETERMINED BY THE CONTRACTOR. WEED GROWTH. NOVEMBER 15. WHEN PLANTINGS MUST BE INSTALLED OUTSIDE THESE TIMES, ADDITIONAL Z C. SPRAY WEED GROWTH WITH RODEO PER MANUFACTURER'S SPECIFICATIONS. MEASURES MAY BE NEEDED TO ENSURE SURVIVAL AND SHALL BE PRE-APPROVED BY THE 3. PLANT IDENTIFICATION TAGS ARE TO REMAIN ON PLANT MATERIAL AND/OR PROTECTIVE Q U THE CONTRACTOR SHALL PROTECT EXISTING STRUCTURES AND UTILITY SERVICES AND IS D. CLEAR WEEDS ONLY AFTER THEY ARE COMPLETELY EXPIRED. ENVIRONMENTAL CONSULTANT. / RESPONSIBLE FOR THEIR REPLACEMENT IF DAMAGED. WRAPPING TO ASSIST IN THE MONITORING PROCESS. E. PROVIDE ADDITIONAL SPOT TREATMENT IN AREAS AS NEEDED. F. REPEAT STEPS A THROUGH D IN ALL HYDRO-SEED AREAS. 2. PLANT MATERIALS SHALL BE TRANSPORTED TO THE SITE IN A TIMELY MANNER TO MINIMIZE 4. MONITORING SHALL BE PERFORMED UNDER SEPARATE CONTRACT AND SHALL BE THE 5. DISTURBANCE AND IMPACTS TO EXISTING NATIVE TREES AND SHRUBS SHALL BE MINIMIZED TO ON-SITE STORAGE. WHERE STORAGE IS REQUIRED, ALL PLANTS SHOULD BE KEPT MOIST AND THE GREATEST EXTENT PRACTICABLE. 5. ROTOTILL TO A DEPTH OF 4 INCHES, ANY AREAS COMPACTED BY HEAVY EQUIPMENT OR PRIOR SHADED. RESPONSIBILITY OF THE DEVELOPER. THE PARTY RESPONSIBE FOR MAINTENANCE AND MONITORING SITE WORK. OF THE VEGETATED CORRIDOR IS: 6. THE CONTRACTOR SHALL KEEP THE PREMISES FREE FROM RUBBISH AND DEBRIS AT ALL TIMES 3. PLANT STOCK SHALL BE HANDLED IN A MANNER THAT WILL NOT BREAK, SCRAPE OR TWIST ANY AND SHALL ARRANGE MATERIAL STORAGE SO AS NOT TO INTERFERE WITH THE OPERATION OF THE PORTION OF THE PLANT. PROTECT PLANTS AT ALL TIMES FROM CONDITIONS THAT CAN DAMAGE SAMM-MILLER LLC PROJECT. ALL UNUSED MATERIALS, RUBBISH AND DEBRIS SHALL BE REMOVED FROM THE SITE. TOPSOIL: THE PLANT (E.G., SUN, WIND, FREEZING CONDITIONS). 1327 JAY CT. O W WEST LINN, OR 97068 ur) i- 7. ALL PLANT MATERIAL AND PLANTING SUPPLIES SHALL BE WARRANTED FOR A PERIOD OF NOT LESS 1. PLACE 4 INCHES TOPSOIL BY HAND AT ALL AREAS TO BE SEEDED. 4. THE PROPOSED LOCATIONS OF WOODY SHRUBS AND TREES SHALL BE FIELD STAKED AND CONTACT: SCOTT MILLER Z Q O THAN ONE YEAR FROM THE COMPLETION DATE OF INSTALLATION. ALL REPLACEMENT STOCK SHALL 503-819-3610 Z 2. TOPSOIL SHALL BE WELL-DRAINED, HOMOGENOUS IN TEXTURE AND OF UNIFORM GRADE, WITHOUT IDENTIFIED WITH AN APPROVED CODING SYSTEM OR BY PLACEMENT OF THE ACTUAL PLANT BE SUBJECT TO THE SAME WARRANTY REQUIREMENTS AS THE ORIGINAL STOCK. ANY DAMAGE DUE THE ADMIXTURE OF SUBSOIL MATERIAL AND FREE OF DENSE MATERIAL, HARDPAN, CLAY, STONES, MATERIAL. _1 ce Z TO REPLACEMENT OPERATIONS SHALL BE REPAIRED BY THE LANDSCAPE CONTRACTOR. AT THE SOD, OR OTHER OBJECTIONABLE FOREIGN MATERIAL CONTAINING NOT LESS THAN 5% OR MORE � END OF THE WARRANTY PERIOD, INSPECTIONS SHALL BE MADE JOINTLY BY LANDSCAPE5. NO TREES OR SHRUBS SHALL BE PLANTED ON EXISTING OR PROPOSED UTILITY LINES. BUFFER AREA MAINTENANCE: ARCHITECT, OWNER, TENANT AND LANDSCAPE CONTRACTOR. ALL PLANT AND LAWN AREAS NOT IN THAN 20% ORGANIC MATTER IN THAT PORTION OF A SAMPLE WHICH PASSES A 1/4" SIEVE WHEN F- 0 Z A HEALTHY GROWING CONDITION SHALL BE REMOVED AND REPLACED WITH PLANTS AND TURF DETERMINED BY THE WET COMBUSTION METHOD ON A SAMPLE DRIED AT 105 DEGREES FAHRENHEIT. 6. A QUALIFIED ENVIRONMENTAL CONSULTANT WILL SUPERVISE PLANTINGS. MODIFICATION TO THE I. BUFFER ENHANCEMENT AREA MAINTENANCE SHALL OCCUR AS NEEDED FOR A TOTAL DURATION OF 0 COVER OF A LIKE KIND AND SIZE BEFORE THE CLOSE OF THE NEXT PLANTING SEASON. PLANTING PLAN MAY OCCUR BASED UPON FIELD CONDITIONS AND AVAILABILITY OF PLANT FIVE YEARS. Z 3. TOPSOIL SHALL CONTAIN A PH VALUE WITHIN THE RANGE OF 6.5 TO 7.5 ON THAT PORTION OF MATERIAL, ONLY WITH PRIOR APPROVAL OF ENVIRONMENTAL CONSULTANT. L.L.I 8. ALL STAGING ACTIVITIES SHALL OCCUR ON FL'TL'F;E :.CT ° �t1 ACTIVITIES WILL OCCUR WITHIN THE VEGETATED 3U1-ER CORRIDOR. 7. PLANTING SOIL MIXTURE SHALL BE PREMIXED IN BULK, AND CONTAIN THE FOLLOWING BY VOLUME: PLANT MORTALITY AND SITE-SPECIFIC GROWING AND ENVIRONMENTAL CONDITIONS. W LI V 4. TOPSOIL SHALL CONTAIN THE FOLLOWING GRADATIONS: 20 PARTS TOPSOIL, PARTS PEAT MOSS, PART BONE MEAL. MAINTAIN A MINIMUM OF 80% SURVIVAL RATE FOR THE 100% PLANTING REQUIREMENT. \ EXISTING TREE PROTECTION: SIEVE DESIGNATION % PASSING SUBSTITUTIONS TO BE APPROVED BY ENVIRONMENTAL CONSULTANT. / 1" 100 PEAT MOSS SHALL BE BROWN TO BLACK IN COLOR, WEED- AND SEED-FREE, DRIED SPHAGNUM O < re 1. PROVIDE TEMPORARY FENCING, BARRICADES, AND GUARDS AS NECESSARY OR REQUIRED TO PROTECT 1/4" 97-100 PEAT MOSS, CONTAINING NOT MORE THAT 9% MINERAL ON A DRY BASIS. 3. PLANT IDENTIFICATION TAGS SHALL REMAIN ON PLANT MATERIAL OR PROTECTIVE WRAPPING Ce l' I- TREES WHICH ARE TO REMAIN FROM DAMAGE ABOVE AND BELOW GRADE, PRIOR TO THE COMMENCEMENT NO. 200 20-65 (OF 1/4" SIEVE) TO ASSIST I N THE MON I TOR I NG PROCESS. W Cl)OF CONSTRUCTION. CLEARLY DESIGNATE TREE PROTECTION ZONE TO BE CLEAR OF ANY PERSONNEL OR BONE MEAL SHALL BE FINELY GROUND, RAW, MINIMUM 4% NITROGEN AND 20% PHOSPHORIC ACID. Z� VEHICULAR MOVEMENT. 5. TOPSOIL SHALL NOT BE SPREAD WHEN THE GROUND IS EXCESSIVELY WET. THERE SHALL BE NO IT SHALL BE DELIVERED IN SEALED BAGS SHOWING THE MANUFACTURER'S GUARANTEED ANALYSIS. 4. ALL NON-NATIVE, INVASIVE PLANT SPECIES SHALL BE REMOVED PER THE SITE PREPARATION _ PLACEMENT OF WET TOPSOIL WITHIN ANY OF THE REQUIRED MITIGATION AREAS. SECTION OF THESE SPECIFICATIONS. LU 0 A. TREES IDENTIFIED FOR RETENTION SHALL BE MARKED WITH YELLOW FLAGGING TAPE AND 8. EXCAVATE PLANT PITS FOR SHRUBS AND TREES AS FOLLOWS: PROTECTED BY BARRIER FENCING PLACED NO LESS THAN 5 HORIZONTAL FEET FROM THE OUTSIDE FERTILIZER: CONTAINER STOCK: WIDTH = 2 TIMES THE CONTAINER DIAMETER, DEPTH = CONTAINER DEPTH. 5. MAINTENANCE SHALL BE PERFORMED UNDER SEPARATE CONTRACT AND SHALL BE THE EDGE OF THE TRUNK IN ALL DIRECTIONS OR BENEATH THE TREE DRIPLINE, WHICHEVER IS BARE ROOT STOCK: WIDTH = 2 TIMES THE WIDEST DIAMETER OF THE ROOTS, DEPTH = DEPTH RESPONSIBILITY OF THE DEVELOPER. THE PARTY RESPONSIBE FOR MAINTENANCE AND MONITORING GREATER. CLUSTERS OF TREES MAY BE PROTECTED BY CONTINUOUS FENCING FOLLOWING THE OF ROOT SYSTEM. OF THE VEGETATED CORRIDOR IS: SAME GUIDELINES. 1. FOR TREES AND SHRUBS USE INORGANIC (5-4-3) COMMERCIAL FERTILIZER WITH BALLED-AND-BURLAPPED: WIDTH = 2 TIMES BALL DIAMETER, DEPTH = BALL DEPTH. MICRO-NUTRIENTS AND 50% SLOW RELEASING NITROGEN. SCARIFY SIDES AND BOTTOM OF PLANT PITS TO ROUGHEN SURFACES. B. NO CONSTRUCTION ACTIVITY SHALL OCCUR WITHIN THE TREE PROTECTION ZONE, INCLUDING, BUT SAMM-MILLER LLC z NOT LIMITED TO, DUMPING OR STORAGE OF MATERIALS SUCH AS BUILDING SUPPLIES, SOIL WASTE 2. HYDRO-SEED MIX SHALL CONTAIN FERTILIZER PER HYDRO-SEEDING SECTION OF THESE 9. PLACE PLANTS PLUMB IN THE PIT, BACKFILL WITH NATIVE SOIL TO THE ORIGINAL PLANT SOIL 1327 JAY CT. E ITEMS, EQUIPMENT, OR PARKED VEHICLES. SPECIFICATIONS. WEST LINN OR 97068 LINE, AND TAP SOLIDLY AROUND THE BALL AND ROOTS. WATER ALL PLANTS IMMEDIATELY AFTER w E PLANTING IF SOIL IS NOT SATURATED TO THE SURFACE. CONTACT: SCOTT MILLER w 2. PROTECT ROOT SYSTEMS OF TREES TO REMAIN FROM FLOODING, EROSION, OR EXCESSIVE WETTING 3. FOR FINAL FERTILIZING, FERTILIZER SHALL BE A SLOW-RELEASE COMMERCIAL FERTILIZER, 503-819-3610 o z RESULTING FROM DEWATERING OPERATIONS AND COMPACTION. DO NOT STORE CONSTRUCTION MATERIALS GRANULAR, WITH HIGH NITROGEN, 38% URAMITE OR APPROVED EQUAL. z OR PERMIT VEHICLES TO DRIVE OR PARK WITHIN THE DRIPLINE AREA OF ANY TREE TO REMAIN. 10. MULCH ALL WOODY PLANTINGS WITH A MINIMUM OF 3 INCHES OF ORGANIC MATTER (E.G. BARK o - 6PROTECT ALL PLANT GROWTH, INCLUDING ROOT SYSTEMS OF TREES, FROM THE DUMPING OF REFUSE OR IRRIGATION: MULCH) TO 18 INCHES IN DIAMETER. MULCH SHALL BE WEED-FREE. MULCH MUST NOT MAKE � z CHEMICALLY INJURIOUS MATERIAL OR LIQUIDS, AND CONTINUAL PUDDLING OF RUNNING WATER. PROTECT CONTACT WITH THE PLANT STEM. E Z 0 AGAINST UNAUTHORIZED CUTTING, BREAKING, OR SKINNING OF ROOTS AND BRANCHES, SKINNING, AND 1. TEMPORARY IRRIGATION SYSTEM SHALL BE INSTALLED BY CONTRACTOR AS DESIGN-BUILD. THE z o 6 BRUISING OF BARK. DO NOT ALLOW FIRES ON SITE. 11. ALL PLANTINGS SHALL BE WRAPPED WITH AN APPROPRIATE MATERIAL TO DETER DEPREDATION O WATER SOURCE FOR IRRIGATION WILL BE THE IRRIGATION SERVICE FOR THE LIDA PLANTER IN AND DAMAGE FROM WILDLIFE. AS- BUILT cn o 0 3. MAINTAIN PROTECTION FEATURES THROUGHOUT THE CONSTRUCTION PROCESS. IMMEDIATELY REPAIR ANY TRACT C AND THE TEMPORARY SERVICE LINE SHALL RUN IN THE THE PRIVATE ROAD AND THRU > oALTERATION TO PROTECTION MEASURES BY CONSTRUCTION PROCESS. AFFECT ALTERATIONS TO THE EASEMENT ALONG THE THE LOT LINE BETWEEN LOTS 3 & 4. 12. REFER TO PLANTING DETAILS, SEE SHEET 25. cL 0 0 PROTECTION MEASURES IMMEDIATELY UPON DIRECTION OF OWNER'S REPRESENTATIVE. MONITOR 2. IRRIGATION SYSTEM SHALL PROVIDE 100% COVERAGE OF ALL PLANTING AND SEEDED AREAS > o Et MAINTENANCE MEASURES DAILY. HYDRO-SEEDING: 6/1 5/2022o DURING GROWING SEASON FOR A MINIMUM OF TWO YEARS. e4. DO NOT PRUNE WITHOUT EXPLICIT APPROVAL OF THE ENVIRONMENTAL CONSULTANT. WHERE PRUNING OF 1. MITIGATION AREA SHALL BE HYDRO-SEEDED AS SHOWN ON PLAN, BETWEEN MARCH 1 AND NOTE wNEXISTING TREES IS NECESSARY, REVIEW CONDITIONS WITH THE ENVIRONMENTAL CONSULTANT BEFORE 3. ALL IRRIGATION MAIN LINES SHALL BE INSTALLED UNDERGROUND AT A MINIMUM DEPTH OF 24 L (IRRIGATED) a PROCEEDING, AND COMPLY WITH HIS/HER DIRECTIVES. ALL TREE PRUNING OR ROOT CUTTING TO BE INCHES. NOVEMBER 1. r%� LA AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, o 0 PERFORMED WITH SHARP PRUNING INSTRUMENTS; DO NOT BREAK OR CHOP. LIMBS AND/OR ROOTS 2. SCARIFY SOIL SURFACE TO A DEPTH OF 3 INCHES TO ENSURE ADEQUATE SEED CONTACT WITH FIELD SURVEY AND FIELD INSPECTOR GATHERED DATA. ALL I 4. IRRIGATION SYSTEM SHALL APPLY APPROXIMATELY 1 INCH OF PRECIPITATION PER WEEK DURING Co GREATER THAN 2 IN DIAMETER SHALL BE CUT ONLY UNDER THE DIRECTION OF A STATE-CERTIFIED SOIL. INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE N N ARBORIST. THE GROWING SEASON ONLY, WHILE NOT PROMOTING ANAEROBIC CONDITIONS, RUN-OFF AND/OR IN DESIGN AND/OR CONSTRUCTION. EROSION. 3. PRIOR TO SEEDING, CLEARLY DELINEATE SEEDING LIMITS USING FLAGS OR NON-TOXIC PAINT. c9 5. DO NOT CHANGE THE EXISTING GRADE BENEATH DRIPLINE OF TREES TO REMAIN. v 5. IRRIGATION SHALL TYPICALLY BE ADMINISTERED DURING LOW EVAPOTRANSPIRATION PERIODS 4. HYDROSEED APPLICATION RATE SHALL BE AS SHOWN ON PLANTING LEGEND ON PREVIOUS SHEET0 _1(I.E., BEFORE 9:00 A.M. OR AFTER 6:00 P.M.), AND SHALL ACCOUNT FOR WEATHER CONDITIONS AT - 3 GRADING & EROSION CONTROL: THE TIME OF ADMINISTRATION. AND SHALL ACHIEVE 100% AERIAL COVERAGE. o 5. HYDRO-SEED SLURRY MIX SHALL BE AS FOLLOWS: > 1. THE WORK LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY MARKED IN THE FIELD PRIOR TO 6. IRRIGATION SYSTEM SHALL BE WINTERIZED DURING THE WET SEASON TO ASSURE LONGEVITY AND Z 1 CONSTRUCTION. NO DISTURBANCE BEYOND THE WORK LIMITS SHALL BE PERMITTED. GUARD AGAINST DAMAGE FROM FREEZING TEMPERATURES. BIOSOL 7-2-3 FERTILIZER 800 POUNDS/ACRE u WOOD MULCH 1,750 POUNDS/ACRE o c o o i 'z 2. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL PLACE ORANGE J-TAC TACKIFIER 50 POUNDS/ACRE '5o �, o CONSTRUCTION FENCING AROUND PERIMETERS OF CONSTRUCTION IMPACT AREA, AND SEDIMENT PLANT MATERIAL: • Y w N- c) FENCING AT DOWNHILL PORTIONS OF THE SITE. CONTRACTOR IS RESPONSIBLE FOR PROPER 6. THE SEED MIX SHALL CONSIST OF THE FOLLOWING 0Z oo z o �o INSTALLATION, MAINTENANCE, REPLACEMENT AND UPGRADING OF ALL EROSION AND SEDIMENT U FI o S S E 1. PLANT MATERIAL SHALL BE FIRST QUALITY STOCK AND SHALL CONFORM TO THE CODE OF APPLIED AT 120 LB/ACRE : W CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS, AND CWS STANDARDS SET FORTH IN THE CURRENT EDITION OF THE AMERICAN STANDARDS FOR NURSERY W m w w Q 3 R&O 07-20. z < ~ " 3 i STOCK SPONSORED BY THE AMERICAN ASSOCIATION FOR NURSERYMEN, INC. (AAN). a ; w 3 3. GRADING SHALL BE PERFORMED BY HAND AND DURING OPTIMAL WEATHER CONDITIONS AND AT MIX COMPOSITION % OF MIXTURE BY PLS W m i LOW FLOW LEVELS TO MINIMIZE SEDIMENT IMPACTS. SLOPES SHALL BE GRADED TO SUPPORT THE 2. SPECIES AND VARIETY AS SPECIFIED ON THE DRAWINGS AND DELIVERED TO THE SITE SHALL BE DWARF TALL FESCUE 40 ESTABLISHMENT OF VEGETATION. CERTIFIED TRUE TO THEIR GENUS, SPECIES AND VARIETY AND AS DEFINED WITHIN THE CURRENT DWARF PERENNIAL RYE 30 lipiA EDITION OF INTERNATIONAL CODE OF NOMENCLATURE FOR CULTIVATED PLANTS, ISSUED THE CREEPING RED FESCUE 25 ,', 4. SEE CLEAN WATER SERVICES' EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND INTERNATIONAL UNION OF BIOLOGICAL SCIENCES. COLONIAL BENT GRASS 5 3 DESIGN MANUAL (REVISED DECEMBER 2008). 3. OBTAIN FRESHLY DUG, HEALTHY, VIGOROUS PLANTS NURSERY-GROWN UNDER CLIMATIC 0 CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT FOR A MINIMUM OF TWO o 5. EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND YEARS. PLANTS SHALL HAVE BEEN LINED OUT IN ROWS ANNUALLY CULTIVATED SPRAYED PROTECTIVE FENCING' GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND QED PROFF �, PRUNED, AND FERTILIZED IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICE. ALL CONTAINER ��' `SS/ o SEDIMENT-LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER �NGINEFR O STANDARDS. PLANTS SHALL HAVE BEEN TRANSPLANTED OR ROOT-PRUNED AT LEAST ONCE IN THE PAST THREE I. PLANT ING AREA SHALL BE FENCED ALONG OUTER LIMITS OF VEGETATED CORRIDOR. 84283 v o1 YEARS. BALLED-AND-BURLAPPED PLANTS MUST COME FROM SOIL WHICH WILL HOLD A FIRMr 0 6. CONSTRUCTION FENCING SHALL BE REMOVED FROM SITE UPON COMPLETION OF CONSTRUCTION. ROOT BALL. HEELED IN PLANTS AND PLANTS FROM COLD STORAGE ARE NOT ACCEPTABLE. A. FENCING TO BE SPLIT RAIL. POSTS SHALL BE PLACED WITH 10.0' SPAC I NG. FENCE SHALL ,,,/( _ - i SEDIMENT FENCING SHALL BE REMOVED FROM SITE UPON FULL ESTABLISHMENT OF VEGETATION. THE NO LESS THAN 3'-I0" TALL. ALL WOOD FOR FENCE SHALL BE PRESSURE TREATED. OREGON a 4. PLANTING STOCK SHALL BE WELL-BRANCHED AND WELL-FORMED, SOUND, VIGOROUS, HEALTHY, THE o10 co FREE FROM DISEASE, SUN-SCALD, WINDBURN, ABRASION, AND HARMFUL INSECTS OR INSECT EGGS; gi 2. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE FENCING FOR 5 YEARS TO EXCLUDE �0y 13,2 `�� SITE PREPARATION: AND SHALL HAVE HEALTHY, NORMAL, UNBROKEN ROOT SYSTEMS. DECIDUOUS TREES AND SHRUBS BEAVER, NUTRIA AND OTHER HERBIVORES FROM THE ENHANCEMENT AREA. DAMAGE OR w H AN -t SHALL BE SYMMETRICALLY DEVELOPED, OF UNIFORM HABIT OF GROWTH, WITH STRAIGHT TRUNKS ALTERATIONS DUE TO ANIMAL OR HUMAN CAUSES SHALL BE PROMPTLY REPA I RED. EXPIRE& 6/30/2023 N 1. REMOVE FROM SITE ALL NON-NATIVE DEBRIS, AND ALL NON-NATIVE HERBACEOUS PLANT OR STEMS, AND FREE FROM OBJECTIONABLE DISFIGUREMENTS. EVERGREEN TREES AND SHRUBS 1 MATERIAL. SHALL HAVE WELL-DEVELOPED SYMMETRICAL TOPS WITH TYPICAL SPREAD OF BRANCHES FOR EACH SHEET N PARTICULAR SPECIES OR VARIETY. ONLY VINES AND GROUND COVER PLANTS WELL-ESTABLISHED o SHALL BE USED. PLANTS BUDDING INTO LEAF OR HAVING SOFT GROWTH SHALL BE SPRAYED WITH 26 ,r; AN ANTI-DESICCANT AT THE NURSERY BEFORE DIGGING. OF C 32 CITY OF TIGARD CASE NO. PDR2020-00002 & SUB2020-00005 Z = r-> 0 0 1 0 LU LL o STOP SIGN LOCATION O Z o (INSTALL 4" PVC SLEEVE UNTIL CROSSWALK 0 z CURB JOINT DRAINAGE BLOCKOUT PERMANENT SIGN INSTALLATION) STRIPING Z PC/PT EXISTING DRIVEWAY - Q 0 w SEE STD 3" I.D. SCHEDULE 40 < U DETAIL NO, 146H 5' MIN. SEE NOTE 5 ROW 1" 6' DWV (ABS OR PVC) _ Q o PIPE W/COUPLING MATCH WIDTH & GRADE ,/� ' /�11-11-II-11-11 11= = • Tr (9 .,' v' O y '2% J 1" BATTER - =n=11=11-u-u1 I1r1 1 SIDEWALK A R/W - M O o ROAD 1,r 6,r 1" R 1 a ° Irlln=u=it-n-n it=il- LINE > - - r u n CURBSIDE d 1 n- SEE NOTE 3 w ROAD .r r :r tit --j_ ullo 3 / S� sue' VARIES (� • • • i•• , THI f1f-1 11112O �R^ ��E _ L 11...7 . . III-III-III- -III- -IIIIII °'' IL11II=_-III -f 61 I -1 1- d 1/2' '°irn s< �� ► 0 n Q ° Ca O d MAX. =11'-I - ryjF * cA_ 5'�MIN 2% SIDEWALK J Q ° =1 2" OF 3 4"-0" BASEROCK ° ° a p .I a,:a= COMPACTED SUBGRADE ° TRUNCATED DOME I n i p� X BASE COURSE-7� ° Ian DETAIL A �� pp24" � ' oA l� SEE O Q u COMPACTED SUBGRADE H ���' t k" LANDSCAPE SEE NOTE 2 NOTE 3 N-LANDSCAPE I J I- " SIDEWALK ADJACENT TO CURB r 0 C �Q �' �� STRIP STRIP cn < 0 © O © �of S Q'P EXPANSION I_ - I- -� PLANTER 5' MIN. ROW D ® ® ® 61d pCJ<� JOINT (TYP) A Z - STRIP o > �P Y Q U 6 1. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.I. AFTER 28 DAYS. O O O I Q ~ w 3, 30 MAX _ 3' _ 2% 1 s Q PC/PT ROAD °: .1...gf: it i".1.Y;g;;:};:.f1r' 2. EXPANSION JOINTS: CURB o Q < E • • La 10' MIN r=tl r i i f_11f1' 1_ if-ffl=f(f=-III- • ITI~ul�� r I I I \ R/W ,( A. TO BE PROVIDED: PLAN 1) AT EACH POINT OF TANGENCY OF THE CURB. gyp. 2" OF 3/4"-0" 2) AT EACH COLD JOINT. 6" R\`�� BASEROCK 3) AT EACH SIDE OF INLET STRUCTURES. RAMP TEXTURE 3/4" ,/-PROJECTED TOP COMPACTED SUBGRADE PATTERN DETAIL 4) AT EACH END OF DRIVEWAYS. PLAN VIEW OF CURB 2� % MAX 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. .. . <y • •• `d SIDEWALK AWAY FROM CURB . ae_ o v) NOTES: B. MATERIAL TO BE PRE-MOLDED, ASPHALT IMPREGNATED, NON EXTRUDING, STREET - _ -III-III=1I R/VF 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS. WITH A THICKNESS OF 1/2 INCH AND SHALL COVER ENTIRE CROSS SECTION OF CONCRETE. 4' - 4' 6 /;�/�����` • - • - I I, I- 4. � . . _ �III wqy Q • -° I -111I I 3. CONTRACTION JOINTS: ' 0 °° ° - II-IIII III J 2. PANELS TO BE 5 FEET LONG UNLESS OTHERWISE SPECIFIED. �_� FLUSH •o o p oo °°°° -III A. SPACING TO BE NOT MORE THAN 15 FEET. -1I1-1I1= ° 0 0 0 0 o Poo .11.1 8o°, °° °°oeOo;oe ='' 3. EXPANSION JOINTS & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT T I _• `°°° • °s� I 12♦ 1-4 00 0 0 0 III=III=III=111=1�1=1°�i=Ili�I' _ _ = =111=1 I I=1 11-1 I IMPREGNATED MATERIAL OR EQUAL EXTENDING FROM SUBRADE TO FINISH GRADE AND B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. 'I-III _III - I ° `' I- Z "'1=111=111=III=1 -I i I-I I I ir_°�-_°•°° I PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS AND AT 4. BASE ROCK 2"-0" OR 3/4"-0", 95% COMPACTION. BASE ROCK SHALL BE TO ' -III=III-II `°' °°8 2" OF AGGREGATE z SPACING NOT TO EXCEED 45 FEET. SUBGRADE OF STREET STRUCTURE OR 4" IN DEPTH, WHICHEVER IS GREATER. '1-III=II o0 0 0° 0 0° (o°oo SECTION A-A (3/4"-0") COMPACTED O 4" P.C. CONCRETE II=III -? 0°00 0 0 0 0 0 o LLI 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, III., II =I�I1 0°0° 0 0°00 00000 I- 5. DRAINAGE BLOCKOUT - 3" DIAMETER PIPE: 1,111=11° 0 0 0 0°0 0 Z THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. 2" 3/4"-0" AGG. BASEROCK NOTES: LLI 0 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE CURB IS USED A. 3" I.D. PIPE WITH COUPLING. OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. OTHERWISE SIDEWALK SHALL HAVE B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB SECTION A-A 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. O A MINIMUM THICKNESS OF 4 INCHES. SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. NOTES: Ct C. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2.0' 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. Ce 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER AND A MAXIMUM OF 3.0' FROM PROPERTY LINES. 2. CONTRACTION JOINTS SHALL BE SCRIBED 3/4" DEEP AND RAMP PANELS SHALL BE BE Ci- SCHEDULE 40 DWV (ABS OR PVC) PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED EDGED ON 4 SIDES. 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED OVER PIPE. 6. FOR SUBDIVISIONS AN "S" FOR SANITARY AND A "D" FOR STORM DRAIN SHALL 3. EXPANSION JOINTS SHALL BE 1/2" ASPHALT IMPREGNATED MATERIAL OR EQUAL. MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 4. SURFACE SHALL HAVE A MEDIUM BROOM FINISH WITH TROWLED EDGES ON ALL SIDES.. 7. CONCRETE SHALL HAVE A MEDIUM BROOM FINISH AND TROWELED ON ALL FOUR SIDES BE STAMPED ON THE TOP OF THE CURB ABOVE THE LATERAL 5. COLOR OF DOME AREA SHALL BE COLONIAL RED OR AS APPROVED BY ENGINEER. 0 6. SEE STD DETAIL NO. 146 APPROVED BY: NO SCALE APPROVED BY: NO SCALE APPROVED BY: NO SCALEAPPROVED BY: NO SCALE CITY OF TIGARD CITY OF TIGARD CITY OF TIGARD CITY OF TIGARD el OREGON MICHAEL A. STONE, P.E. - MI OREGON MICHAEL A. STONE, P.E. OREGON MICHAEL A. STONE, P.E. OREGON LORI FAHA, P.E. STANDARD DRIVEWAY 48 ENGINEERING DIVISION CITY ENGINEER CONCRETE DWG. NO. ENGINEERING DIVISIONCITY ENGINEERDWG. NO. ENGINEERING DIVISIONCITY ENGINEER WHEELCHAIR RAMP DWG. NO. ,1 ENGINEERING DIVISIONCITY ENGINEER DWG. NO.Mil PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENTCURB & GUTTER i PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. r�r TIGARD,OREGON 97223 JANUARY 2013 SIDEWALK 120 TIGARD,OREGON 97223 JANUARY 2013 126 TIGARD,OREGON 97223 JANUARY 2013 STANDARD CORNER 1 I TIGARD,OREGON 97223 JANUARY 2016 W/LANDSCAPE STRIPS 141 -TIGARD TIGAR VOICE:(503)639-4171 _TIGARD VOICE:(503)639-4171 T«�R� VOICE:(503)639-4171 28 TICT D VOICE:(503)639-4171 FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE 0 F- w I- w I 0 Z Z EXISTING DRIVEWAY - W o 0 CONSTRUCT 1 2" TO ' 0 N z MATCH WIDTH & GRADE 3/4" RADIUS LIP 10 MIN. o-= E E A f CONSTRUCT DRIVEWAY APRON rr Q Q cn R/W LINE EXISTING DRIVEWAY - / 6" CLASS CAC - OR - 3" CLASS "C AC Q m w - i SEE NOTE 3 MATCH WIDTH & GRADE MIN. 3" SAWCUT AND / ON 8" OF 3/4"-0 Z<4 o 0 VARIES I A VERTICAL BREAK ' . •• ' •d / I o Q E 1- v) 0 2% cn I 7 R/W LINE I '� . q�' e ' e. . -.-- 2% SLOPE TO STREAM Z p a W z SEE 2% SEE NOTE 3 EXISTING ' . d ,. �����/����� ��i W o 2% 1t r GU'1 TEI44. °. jI_ _ // /i;/ (1 III I E CI w5' MIN / NOTE 3 SIDEWALK 6PAVEMENT _iT 1 1 -11 m mw o1 0:00 0.0 0� o.o0000000 CC0_ z i SEE NOTE 4 SECTION ,�.=oh r-�=p--' II I II I I I1=1I1=1I1=1I1=11 I- o •III- m<, o 2% lei �I-1iI _„- I I-111 _1�1_I 11 N 5 +MIN SIDEWALK 2" OF 3/4"-0" COMPACTED AGGREGATE 111-�11-III=11�„ 0 c 1 o �� 1 1 CURB AND GUTTER COMPACT & STERILIZE SUBGRADE C� Zv Z Q , 1- SEE NOTE 2 A f p W W 0 0 cn 4. 30' MAX SEE I FABRIC ` 0 Famv "� o - 6' 6' -f- LANDSCAPE - NOTE 3 LANDSCAPE SEE NOTE 4 L , Z z 01 10' MIN STRIP SEE NOTE 2 STRIP Iix-=N �, MAINTENANCE ACCESS = N CONSTRUCT 1/2" TO ` z w N p 4 1 3/4" RADIUS LIP SAWCUT MIN 2' (Datum0 0 0 V 0 A FROM FACE OF CURB z 6 3 30' MAX CONSTRUCT DRIVEWAY APRON <}=Z0 3 PLAN - 3' - - 3' -� F z • c, 10' MIN / • P • •. 5' MIN. -0 --i a w �1 3/4" PROJECTED TOP R/W P� PLAN / EXISTING / ' m m w ~ o N / OF CURB 6 \��� R/w gyp'( ,�� 2 1/2 A.C. N 9 o m f pR g" \�E PAVEMENT �p 0p � ' �p 4 OF P.C.C. ON 4 OF 3/4"-0 Qri?z v z S o 2% MAX 3 4" PROJECTED TOP 0 SECTION •�� •'�'- • e��°0-mginv �� Q O a o .- / OF CURB 2% MAX '� S ��. •I• •.a. . '.� �- 2% SLOPE TO STREET o 0 0 STREET I •• ' • ' " • 2" OF 3/4" 0" COMPACTED AGGREGATE �� •.,;.. Osiligir:".v0,--A-0., ,........„0,,,,,,„:=illi, �� ������������ / III III I I'- O co co � O '' 1= _ ° III-I I- . •. �';:?� r . ° :_ar.+ rrmscae"x acu L.. R/ °e.°•°• '�J J/ I I I I I I I I b...O 0,q.0. 0. 1 I I I I ,. p z o o • �'F ° , ��1(\ STANDARD CURB 111111 ° o °0 0 0 0 • ., ' : �V STREET - _ - -1 I 1=1 /t'/V ^o �'0.0 .n: O p•.•o. .0 0 I I E J 0 w Q 3 0 00 0°0 ." ;�eher: ' q %�%%/�%///�///% • ' _1 1 - .. F�Vq -III- 'I 1-111=111= w ° o 0 0 t°o; � °�oe;e ooso°°o° y �� rji � > 00000 r ° oo ° ° o ° j11- I II 11 114 a ~o°0000 °°p�oo 00 }:.�. - 11j111114 A.G. m � m 0 0 000 va� 8 °oee� 1 IIIII SEE NOTE NO. 4 FABRIC 7r 0 2" OF AGGREGATE oo °o0I4=I°04-A=III1 t1-III1°I i=11 i III NOTES: �o SECTION A-A (3/4"-0") COMPACTED o ° o 0 0 II-III I I=III=III=1I1=1I' LP r 1 . SAWCUT THROUGH GUTTER PLATE SHALL BE MADE AS CLOSE PEDESTRIAN PATH OR BIKEWAY 2" OF AGGREGATE TO CURB FACE AS POSSIBLE. rn SECTION A-A (3/4"-0") COMPACTED EigiESL 2. COMPLETE CURB AND GUTTER SHALL NOT BE REMOVED UNLESS 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. DIRECTED BY THE ENGINEER. NOTES: o 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. NOTES: 3. WHEN STRAIGHT CURBS ARE REMOVED, A MINIMUM OF 2 FEET 1. CONCRETE SHALL BE 3000 P.S.I. AT 28 DAYS, 6 SACK MIX, SLUMP RANGE OF 1 1/2"-3" OF PAVEMENT FROM THE FACE OF CURB SHALL BE REMOVED r,,, ,,,,FF o1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. AND REPLACED. 2. CONCRETE PANELS SHALL BE SQUARE, 3 4" DEEP SCRIBES AT JOINTS 6 FEET APART, ENGINEER /O O 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED / 84283 v o MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. 4. WHEN ENTIRE GUTTER PLATE IS REMOVED THE EXISTING EDGED ON 4 SIDES AND HAVE A LIGHT BROOM FINISH. Lo o 4. SEE STD DETAIL NO. 146 PAVEMENT SHALL BE CUT BACK AND A NEW 6" MONOLITHIC CONCRETE 3. FABRIC TO BE A WOVEN GEOTEXTILE (AMOCO 2006) OR APPROVED EQUAL. 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED GUTTER CONSTRUCTED. OREGON MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. 4. COMPACT AND STERILIZE SUBGRADE. 22y 13 D.\' 4° 5. AFTER CONCRETE HAS CURED, REPLACE REMOVED ASPHALT AND SEAL JOINT. OJ-w H I�' ' 4. DEFORMED #3 REBAR AT 12" EACH WAY. PLACE 3" CLEAR OF AGGREGATE. TIE ALL BARS. co (FOR COMMERCIAL DIRVEWAYS ONLY) EXPIRES: 6/30/2023 APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: SHEET CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE CITY OF TIGARD NO SCALE SHEET OREGON MICHAEL A. STONE, P.E. oRscoN LORI FAHA, P.E. oRFcoN MICHAEL A. STONE, P.E. oRr coN MICHAEL A. STONE, P.E. ENGINEERING DIVISION STANDARD DRIVEWAY DWG. N0. 17F ENGINEERING DIVISION COMMERCIAL DWG. No. �� ENGINEERING DIVISION CURB KNOCKOUT DWG. N0. �� ENGINEERING DIVISION MAINTENANCE ACCESS ORDWG. N0.CITY ENgNEER CITY ENGINEER CINENgNEER CITYENpNEERPUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMB N'I- � PUBLIC WORKS DEPARTMENT 13125 S.W.HALL BLVD. 1IC S.W.HALL BLVD. _ _ 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. 7 LC) ��t TIGARD,OREGON 97223 JANUARY 2013 w/CURB-TIGHT SIDEWALK 142 TIGARD,OREGON 97223 FEBRUARY 2016 DRIVEWAY 143 • TIGARD,OREGON 97223 JANUARY 2013 FOR DRIVEWAYS 145 TIGARD,OREGON 97223 JANUARY 2013 PEDESTRIAN/BIKE PATH 166 I AR1 VOICE:(503)639-4171 IG.ARD VOICE:(503)639.4171 a� irn VOICE:(503)639-4171 G� VOICE:(503)639-4171 OF , FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE L FAX: (503)684-7297 APPROVAL DATE FAX: (503)684-7297 APPROVAL DATE D 32 CITY OF TIGARD CASE NO. PDR2020-00002 & SUB2020-00005 r-> 0 0 I 0 Lo As required in I.L Z o Off typical sections 0 O o Street of construction - 32' _ 7 Z - EXISTING PAVEMENT DIG OUT REPAIR SAW CUT OR GRINDING Street ...III plans _ 16' __ 16' _ 8" Z U w Area I 4' MIN. < O Q o 0/71 1 1 T-cut (see 20„ LIL I\\. I\� .7Wiiiiiiiiiii J 0 < cc/ , Surfacing / ��/ note 1 ) I TYP. =��������M,iliiiiiiiiii 5' MIN. J el- M O o Topsoil or as • T � ///////i. - - w fjj i j Pp GROUND 45' `�/ _ - Ac o o o o directed Base Material "'`�=��%' �' ' � pp w c, 0 0 0 --18 ._ yi �� 6., - y_ 12„ O O OO o000opo 00,0 000opo V �� �/ I- �' = SEE POST O J Q V o O000 00 0 o 000 00 o a 0 SUPPORT DETAIL X ��0000000 o AB ��0000000 - AGGREGATE BASEROCK O 0 0 - o Q O000000 Ooo O000000 0 0 O �' °- ° ca 000o0000000 000000000001 _ _ a C � ; �I -o o _o = DI- X � -1 I I=111=1 1=111 111 -1 I I a a °CD CoCi \_C v' < O I COMPACTED SUBGRADE 0 O - ).0c - Li, r0 +J Cr) aOn. . c: X0 = � E N 0 1. MATERIALS: Z LOCAL STREETS: X °' +, O f x E c Q U 3 1/2" OF LEVEL 3, 1/2" DENSE HMAC t _Q O 2" X 2" X 63", 12 GA. GALV. PERFORATED STEEL MONUMENT CASE & COVER INSTALLED IN TWO LIFTS a� _ o o a.i o >, - _ POST. OVER 2" (3/4"-0) LEVELING ROCK w :•`" o 0 o 0 C °> 0 A i mflm i• N_ o. s2 p a� a� a 1 < '- 2 1/2" X 2 1/2" X 18", 12 GA. GALV. PERFORATED OVER 8" (12"-0) CRUSHED ROCK BASE N (1 'Q N -I c CD I- GROUND STEEL STIFFNER POST. a a o NOTES: o o ; � \/ �� � O `�,- 2 1/4" X 2 1/4" X 36", 12 GA. GALV. PERFORATED (� z a o •- U \ O STEEL ANCHOR. MAJOR COLLECTOR STREETS: o a C) < Q ono. MONUMENT BOXES TO BE CAST IRON OR 6" Min bedding / 3/8" X 3 1/2", GALVANIZED HEX HEAD BOLT WITH (n AC - 9" CLASS "C" ASPHALTIC CONCRETE, p w ALLOY SUITABLE FOR HEAVEY TRAFFIC 6 6 0 " AB - 4" 1-1 2" - 0") AGGREGATE BASEROCK a_w below outside of - - LOCK WASHER, OR 5/16 CORNER BOLT. ( / ^ ' cwu- LOADING #1036 OR 1033 SUPPLIED BY: MIN MIN Z w c7 pipe bell 3/4" - 0" O 7/16" X 5", GALVANIZED CARRIAGE WITH FLAT AND ` V coo, EAST JORDAN IRON WORKS, INC. crushed aggregate f LOCK WASHER, 2 BOLTS PER RAIL PER POST. < W O N ce 9 (PART NUMBER 3680) l,, I • O 2" X 8" CROSSRAILS WITH REFLECTORIZED RED AND 0 N w Z z 13127 STATE AVE 1O •. '• WHITE CROSS RAILS. oww� MARYSVILLE WA 98271 _ )'`m Ir\I^) 0 aN°°� (360)651-6144 2' Min Trench � i���,'i\���\�\� ~ Z Z o�Q SALES REP: (503)367-7925 foundation \\ \\\�i\\i\\i/\\ \� 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES Z O I 9 x 0 0 FOR STREETS AND HIGHWAYS AND THE OREGON W \ Li_ stabilization SUPPLEMENT. Z c, 2. ALTERNATIVE TYPES MUST BE APPROVED o if required 0 3F-1 BARRICADES W c9 c w� I BY THE CITY ENGINEERING DEPARTMENT. NOTES: CQ Z a w� 6C-8 BARRICADE DESIGN > < x o 3. APPROVED FOR ALL STREET CLASSIFICATIONS. 6C-9 BARRICADE APPLICATION O�/ I 1. JOINTS TO BE TACK AND SANDED WITH BITUMINUS ASPHALT EMULSION.. }Z Z W o Q 4. MONUMENT TO BE NO DEEPER THAN 6" BELOW NOTE: POST SUPPORT DETAIL Ct 2. ASPHALT PLACED IN MAX. 3" LIFTS EACH COMPACTED TO 92% MIN. t-ce F Z 3. ALL MATERIALS AND WORKMANSHIP SHALL BE IN L.L Q c� FINISH GRADE. 1. 1' T-CUT FOR PIPE ONLY PROJECTS. 5'ii m ACCORDANCE WITH THE CURRENT STATE OF OREGON Ci- m 9 o we 2. JOINTS TO BE TACK AND SANDED. STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION Z <E z Z 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. - Z 4. BARRICADE FOR SIDEWALK IS SIMILAR. 0 CITY OF TIGARD APPROVED BY. NO SCALE C171 OF TIGARD APPROVED BY. NO SCALE C1T1'c)F TIGARD APPROVED BY: NO SCALE APPROVED BY: CITY OF TIGARD NO SCALE st OREGON MICHAEL A. STONE, P.E. PAVEMENT DIG-OUT Mill OREGON MICHAEL A. STONE, P.E. MONUMENT ,� oRaGON MICHAEL A. STONE, P.E. TRENCH rr oRFGON MICHAEL A. STONE, P.E. STREET ENGINEERING DIVISION CITY ENGINEER DWG. NO. ENGINEERING DIVISION CITY ENGINEER DWG. NO. ENGINEERING DIVISION CITY ENGINEER DWG. NO. ENGINEERING DIVISION CITY ENGINEER DWG. NO. PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT i:::::::: _ - 13125 S.W.HALL BLVD. 18 2 13125 S.W.HALL BLVD. - 13125 S.W.HALL BLVD. 13125 S.W.HALL BLVD. TIGARD,OREGON 97223 JANUARY DATE2013AND REPAIR �p - TIGARD,OREGON mzzs JANUARY 2013 BOX 70 - TIGARD,OREGON 97223 JANUARY 2013 BACKFILL 1 80 TIGARD,OREGON 97223 JANUARY 2013 BARRICADE 92 VOICE:(503)639-4171 I V I O D I F I E D --r C>rl�BD VOICE:(503)639 4171 VOICE:(503)639-4171 1 ______w_____ VOICE:(503)639-4171 FAX: (503)684-7297 APPROVAL DATE = FAX: (503)684-7297 APPROVAL DATE ( ) ( ) FAX: 503 684-7297 APPROVAL DATE FAX: 503 684-7297 APPROVAL DATE O H- Z W H- W 7 Z PLAN I- Cn CD PROPERTY LINE OR � O 1. PVC HUB SHALL CONFORM TO ASTM 3034, SDR 35 DRIVE INTO CENTER OF \ Z RUBBER SLEEVE AFTER SLEEVE IS PLACED IN HOLE. UTILITY EASEMENT E E al 3/4" SQUARECI In 7 O z A A B B o o STANDARD CAST IRON NON SHRINK GROUT ❑ ❑ ❑ II -I' II- J W J FRAME AND COVER a ❑ P N ❑ O DRAWING NO. 510 2. STAINLESS STEEL BAND SECURES UPPER HALF OF RUBBER SLEEVE TO THE ^ A S PIPE SIZE AS SPECIFIED SECURE 2X4 IN PLACE > p LLI IIIIIIIII� STANDARD MANHOLE ,Irr Fiji" AGAINST PLUG W BACKFILL 0 PVC HUB. STAINLESS STEEL BAND SHALL BE 300 SERIES, 316" BAND WIDTH, A� GRADE RING Q ❑ L d ❑ ❑ / w O CADMIUM PLATED CARBON STEEL, AND ATTACHED WITH HEX HEAD SLOTTED -� TO PREVENT PLUG BLOWOFF CC 0_ ZO SCREW. �� `� ❑ Q❑D ❑ SEWER MAIN ANITARY N U ��_ �, ,,�L 1 ► 0_ °- ��� - _ • Q H-1°:A 0III 4 MIN. NOTES: cr - �-1►' ,,���`�� 1. FOR NEW CONSTRUCTION ALL SIDE SEWER AND SIDE STORM PIPELINE p r� Cn 3. COMPLETE RUBBER SLEEVE INCLUDES A MOLDED SEGMENT THAT HOLDS IT IN FINISH GRADE ` I 0 CONNECTIONS TO 8" AND 10" MAINS SHALL BE WITH FACTORY r0 Z PLACE. ' °. 'a•° ►, FABRICATED "TEE" FITTINGS UNLESS OTHERWISE APPROVED. 0 % s°:� o 9 7/8" 2. PIPE MATERIAL SHALL BE ONE OF THE FOLLOWING p N . ►e., a' °•o ► WATERTIGHT PIPE PLUG A. PVC ASTM-3034, ASTM-C-900 Z N .7. WITH STOPS �10 IIII B. CONCRETE ASTM C-14, CL2 2X4 • C. DUCTILE IRON CLASS 50 4i o!o .° %o a STORM ONLY o 0° . 'o▪%e.. D. A-2000 PVC ASTM 949 T _I_rl ` ° a e•'tes°•� PROVIDE 3/4" 0 FOR A 6" SECTION B-B E. PVC RIB MEETING ASTM D 1784 12.. r - °.°e.g.vs/ F. CPP MEETING AASHTO M252 _ 2" MIN. CLEARANCE J o t=l ._. e 0•• °� • eP o: _` MINIMUM OF 6" AROUND 3. ALL PIPE SHALL BE COLOR CODED: 0 y� 3 pv o CLEANOUT GREEN FOR SANITARY SIDE SEWERS 1 6 v.o g.d's 'a I 6" �/ -WHITE FOR STORM SIDE PIPELINES MIN 0 Li 0 1 4 _2__ MIN. 9„ I 36„ m Z co N1 3 ®•oo��;a HEIGHT: TOTAL LENGTH OF 2X4 GROUND 5 o N1 12" HEIGHT LOT#: AS SHOWN ON APPROVED SET OF PLANS SURFACE- MAGNETIC > In rn E 1" MIN. OVERLAP �'e,�; • -°•• SECTION A-A MIN 2X4 MARKINGS TO FACE STREET TAPE cn U z w " 0 o �������� 2 .' -. ' 36" LOT# = Q O0 .� OI / • - . ,> 0_ 0 °o. x cn • imiella e,''o� _ \ COLOR CODE SURFACE �� I `C L GJ' O O M M o o 4' A X (GREEN SANITARY) �� Z p z Lc)o o E /om"' ° NOTES: (WHITE-STORM) , m O, •• X a) / /` - LABEL MAGNETIC TAPE WITH BLACK LETTERING , •s - 1. Y4" ALLEN HEAD BOLTS z W 3 rn ��\ O,:ee° ° ° GROUND SANITARY: "CAUTION SEWER BURIED BELOW." _I Z Q Lu H LLLL 3 0 1" LONG RECESSED. LL 3 / Pt`' a STORM: "CAUTION STORM DRAIN BURIED BELOW." _ Q is 4•• •° .o 24 a.: 2. ALL PERMANENT CLEANOUTS ° <et •.° g°pae., ° ° • °�° ` PLACE 18" ABOVE TOP OF PIPE AND AGAINST 2X4. Z m TO HAVE BOLT DOWN COVERS. j °'.� .e d.e•.. °• °e•o.i°a o',4a vo+a' • . ... a�' 3. MATERIAL SHALL BE GRAY �= / Lo 0 W __a __ _°.• i ,° CAST-IRON, ASTM A-48, t- 0/ v > ;eo;;` CLASS 30. C° i LP r o• . 0 a � ' ao.• a o rn • • \ ,r •D o�o'.•�eeu A J .'e N 4 �.•o•aop.aearb�•\ Ico PLUG ev< C� . •. • • 4 °s a°•° i Do3. j. ti .35 MINIMUM WALL THICKNESSCONCRETE ENCASED o o . o° .° 'D PROF r, BOTTOM OF WYE 6011 ti;° o.o° �� FS o NOTE: 3/4 O FOR PLASTIC PIPE 3/4"-0 c ,om°O0°. .30o° 0 MINIMUM SLOPE FOR 3/4 -0 PIPE ZONE ��� ENGINEER /o 1. ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED AND CORED. // X 0°0°° p� 0 2 80 0 °0 6" PIPE = 0.010 MATERIAL AS SPECIFIED 84283 9 0 2. INSERTA TEE ARE ALLOWED IN NEWLY CONSTRUCTED SEWER MAINS 12" AND . o0 0 0 •o •0o8 q0 ® 5.0.,.•a 4" PIPE = 0.020 LARGER INSIDE DIAMETER (I.D.). 8.o•.,. o 3. SEWER MAIN SHALL BE TWO SIZES (NOMINAL I.D.) LARGER THAN THE INSERTA NOTE: ` ` SUPPORT TEE WITH -1 1`1�, 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45 BEND IF CONCRETE PIPE DETAIL `` `` BEDDING GRAVEL, -TEE. / / MINIMUM 2'0" WIDE ELEVATION OREGON 4. HOST PIPE SHALL BE MINIMUM .35" WALL THICKNESS. ° Zjy �� C j 2. STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8" PIPE. 13,2 MAINLINE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE. Oy 1/1/ H 0* co INSERTA- TEE C1eanWate� Services CLEANOUT FRAME EXPIRES: 6/30/2023 N Our commitment is clear. STANDARD CLEANOUT SIDE SEWER / SIDE STORM SHEET N DRAWING N0. 530 REVISED 12-06 C1eanWate� Services AND COVER C1eanWater Services C1eanWater Services o REVISED 12-06 Our commitment is clear. REVISED 12-06 Our commitment is clear. PIPELINE REVISED 12-06 •ur commitment is clear. 28 Lr> DRAWING NO. 500 DRAWING NO. 510 DRAWING NO. 520 f OF 32 CITY OF TIGARD CASE NO. PDR2020-00002 & SUB2020-00005 7 0 0 I 0 u7 Lc LL z o LOCATE FRAME AND COVER NOTES: PRE CAST Y/a' CONICAL O O 0 OVER LEDGE OF AT LEAST I: N HOLES (2) SANITARY 7 H- 12" IN WIDTH , 1. ALL STEPS SHALL CONFORM TO THE 0 COVER ONLY L U W ��� 0 _ - REQUIREMENTS OF ASTM C-478. 0:I; QOLLICs �1 - 2. MANHOLE STEPS MUST BE TIGHT ANDQQ Oe -, 8' MIN. BETWEEN M FIRMLY EMBEDDED. 1" J O KNOCKOUTS M 3. ALL STEPS WITHIN AA MANHOLE SHALL z H p FLAT FACE LETTERING J O ci- ..l BE OF THE SAME DESIGN, TYPE, AND O Q- M O SIZE. (MIXING OF UNMATCHED STEPS U I-a (RECESSED FLUSH) -I - i'. ` 1-1/4" IS NOT PERMITTED). z0 w p / w I ♦ 0 V) a w U.W i - (�� � lq � m � � Q °M1 7 - IF - 1-1/8' '0 °) V la E 0 QJ�� PpI//�,9 ��F� I O 0 8020 0 m Q o �/\�1� c O J/ N ���� o o o < L9 MAXIMUM 27" FROM :d i STANDARD FRAME AND COVER ORt. i• °• • 4 /\/\/ \/\ 1e r TOP OF FIRST STEP p WATERTIGHT FRAME AND COVER. " " " (PP •• a • V• . Q:•.fN z t�� '/ O m `o • v pWWO a C a/, 0 O , ASTM A48 TO TOP OF CASTING . SEE STD. DRAWING NO. 110-SA/ST d• ` O F � ' O CAB OR NO. 120 4. . .42 NmU � 0 �� Oy � O QO o X LL SEE FRAME IN NON-SHRINK 10 3/4" 7 .4 z ,/�, �`*,\� . Q O , ;,..,--,-,--,.4 j,--,,--,.4! GROUT 12 A •. .v. •; Q I L ow Q Q ,�/'/ � ��\./\1/ �..I I < M 1 1 0 . ♦ v 0 ` tl J=V� � / \��", 00260365 , MO/DY/YR X ` - ' ® � v . , . ZWxz0 1��/`0 ,/ �, O , ,' �11 O 1 0 N NOTES: _ \DE RINGS (2",4",OR 6") n • a: .' .. ' ( � i O V O9�/ i�,♦'C/,/�\� 1-1 1IMUM 12" SET IN !\ 5a •� 4• � 12" (/ J COVJ 0 4 I \/6I /�\(!) Q Q 7 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO THE -SHRINK GROUT e . _ Z z O (1) OPEN /N TO S�� L (-� REQUIREMENTS OF ASTM C-478. v v i• °. • .d Q W� PICKHOLE Q V 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY ,G o •.p v.a:.4 IS Q 2p AIDE IN US' (16) 3/4" STRENGTH OF 3000 P.S.I. AND SLUMP OF 2" TO 4". 3. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS STANDARD ECCENTRIC COPOLYMER POLYPROPYLENE PLASTICicit . c}z Q HOLES AS SHOWN SUCH AS KENT-SEAL NO. 2, RAM-NECK, OR AN APPROVED � 0�36" CONE d ��Fz SANITARY PLAN VIEW COVER BACK EQUAL CONFORMING TO FEDERAL SPECIFICATION SS-S00210. .• '' vQ J Q C9 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. 1/2" GRADE 60 REINFORCEMENT j e 24-3/4" 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A -� ve /�•'•' m O G MANHOLE AND CHANNEL DETAIL. 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL MANHOLE STEPS SEE Q Z z 7 8„ 24 3/4" DIA. - �/� REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. STD DRAWING NO. 100 13" CC v� 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) - 1 MANHOLE SECTION - _ MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED 1 (VARIARLE 1'-4') 3-3/8" FOR I 22 ON THE INSIDE FACE OF THE MANHOLE. { -� 1 I PLASTIC SAFETY STEP Zc 0: 1/4" /8„ (/) Q 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND 4" MAXIMUM CLEAR OF PIPE WALL. ? v; 27 o Z 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 24" 6"- $-5/8" b• l 25" m Q I Vy /////2i// ii/c.ti //////// A A Z FOR SANITARY CONNECTION AND 48" FOR STORM o -- ' 's '6. 4'. 4 6 F I I 1 N � 1" } CONNECTION. (o f5" MINIMUM ;°a •:4 1 W 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME AND _ • d . . 2 7/8" J J COVER SHALL BE USED IN ALL EASEMENT AND OFF --I .i '4. V o•Q'• v / 4 •�� • 1 / C 3„ 7" 6" SQ. / } CI- STREET AREAS. J #6 3/4" GALVANIZED BAR _ o.' 1/ // / 1 1 2" F 48"MIN. . � 7 1/2" SQ.MINIMUM 12 LEDGE MATERIALS: o. ►'•4PICKHOLE DETAIL Z 0 2 MIN. FROM TOP OF • 12 22 1 IO D . Z0 I 1"/FT. SLOPE TYP. GALVANIZED:PE TO MANHOLE I23" H SECTION #6 (3/4" DIA.) GALVANIZED DEFORMED REINFORCING BAR. '• °' ' 'd Ilr F I REINFORCING BAR CONFORMING WITH ASTM A-615 GRADE 40. ?' • 'd '� 24 1/2' SECTION VIEW w PIPE d- • v ' v GALVANIZED CONFORMING WITH ASTM A-123. 4 • 31" O.D. O �� =• .•• . nI 'II� � PLASTIC: o-m•' ,IIS MUST CONFORM WITH ASTM C-478. •.• Q '" pG Ii i �;": ;`••;`=-:••.• a. .m: ' ?4•.. - •� 8" MINIMUM CONCRETE STEEL REINFORCING BAR MINIMUM 1/2" GRADE 60. CL SMOOTH FINISH CHANNEL TO •. MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED - NOTES: 3/4 VERTICAL HEIGHT OF PIPE 'f: •} WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS 1•••''.'...''.;;;'.,' i'.•:•••..1.•• MINI� ',.••`.I".,: .' I WITH SERRATED SURFACES. 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. SEE DETAIL #110 FOR MANHOLE FRAME SPECIFICATIONS. Z 12" MINIMUM OF 34"-0" COMPACTED ;y:10Zr•"."72" MINIMUM - 4 FOR GALVANIZED STEP 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. 0 BASE MATERIAL 4. NOTCH LID FOR LIFTING HOOK. SUBURBAN AND STANDARD STORM WATER V STANDARD MANHOLE C1eanWate� Services MANHOLE STEP C1eanWatte� Services MANHOLE FRAME AND COVER CleanWate� Services IV AN H 0 L E LI D C1eanWate Services DRAWING NO. 010 REVISED 02-03 Our commitment is clear. DRAWING NO. 100 REVISED 02-03 Our commitment is clear. DRAWING NO. 110 SANITARY REVISED 12-06 Our commitment is clear. REVISED 12-06 Our commitment is clear. z DRAWING NO. 120 0 z I- H- w 0 SEE NOTE AT TOP OF SEE STANDARD DRAWING NO. 320 FOR ONE TWO RECESSED SEVEN NO. 3 BARS z z STANDARD DETAIL#020. FRAME AND COVER. NO. 5 NO. 3 A AREA AT 5" O.C. 0 FOR LARGE DIAMETER CONFIGURATION DETAIL BAR BARS MANHOLES SEE A- ./ INSTALLATION DETAIL '. °' a °-4 • a E I STANDARD DETAIL#160 c = c a d a° (/) U z . �-- GRADE RINGS(2",4",OR 6") I' PVC ANTI-SIPHON - •• d' °. .� d, d,° In Q PIPE ADAPTER a MOMMMir- 1I1I� 1I♦ d- a b a d .a . ° . . a Q ll 0- MAXIMUM 8"-SEE NOTE 6 • ••r • SET IN NON-SHRINK GROUT I-- _ ' S PAVING RINGS NOT ALLOWED • • , t"" - - - - • e ° • • • 0 • REMOVABLE WATERTIGH Ipi DETAILS a 4. d•- a d' .� ° - - d 'd d 4Q ° i A. da a F- • ^ ACCESS PORT, 6'-10' OPE, A ---- A - - a (n r FOAM GASKET W/ - •' - d C ° LLJ z J NOTES: PSABACKINO� T 11' ° II III! II I( I I II I( I I 1111 I I I I I I I I I I II II I�I I ° o Q ifUNTING (TRIM TOLENGTH) .d''1. ALL MANHOLE SECTIONS SHALL L) • MOUNTIN _- -- ° aa. wCONFORM TO THE REQUIREMENTS ANCHOR W/BOE a' d.. > Z 0_ SEE DETAIL A) L' _ .44• tL QCL OF ASTM C-478 AND APPLICABLE ' • z PROVISIONS OF STD.MANHOLE • D INSTALLATION NOTE: -� 0DRAWING NO.010 POSITION HOOD SUCH THAT • d • e• a CV ~BOTTOM FLANGE IS BELOW - U2. INLET AND OUTLET PIPE NOT TO EXCEEDIB. THE PIPEINVERr. as• a ° \_ 1-Q I`7 18"DIA. STRUCTURE e'• d d • e lI II lI II II I1 I1 1l III II II II II II II II d d 4 0 r\ z 4 COMPRESSED . • - 0 BETWEEN HOOD d p d 0 3. PROVIDE SPECIAL DETAIL FOR OUTLET AND STRUCTURE DETAILA FLOW CONTROL EXCEEDING 18"DIA. 3 . 60"MINIMUM • (SEE DETAILS) ° ° .- ° O N• NI OUTLET PIPE (HIDDEN) 4. ALL OUTLETS SHALL HAVE FLOW CONTROL a -1 a DRILLED ANCHOR DEVICE. WATERTIGHT SEAL FRONT VIEW SIDE VIEW HOLE SHIELD STAINLESS A . • ANTI-SIPHON DEVICE BOLT PLAN VIEW RECESSED CURB INLETS T EXPANSION CONE TO BE REINFORCED o • SNOUT OIL-WATER-DEBRIS SEPARATOR (NARROW END OUT) ONO J t1 PIPE TYPE CONCRETE INSTALLED IN PLAN0 i SIZE,AND ACCORDANCE WITH d; CONNECTION CURB DRAWING NO. 310 VARIES TO MATCH SEE STD DRAWING NO. 320 3 NOTES: B CURB TYPE FOR FRAME AND COVER. 4 NI SNOUT"OIL&DEBRIS STOP PER . AVEMEN o ALL HOODS AND TRAPS FOR CATCH BASINS i I PLAN,AS I. ALL HOODS AND TRAPS FOR CATCH BASINS AND WATER QUALITY STRUCTURES SHALL BE e • . ° . . • 6'f (� TOP OF \ P T AND WATER QUALITY STRUCTURES SHALL APPROVED AS MANUFACTURED BY: ° a- ., e ° e w co - , BE AS MANUFACTURED BY: ■ BEST MANAGEMENT PRODUCTS, INC. . .. 4 • 4 ° BEST MANAGEMENT PRODUCTS, INC. I 53 MT. ARCHER RD. ,, !I \ p .4 ° A ° 1 ° 1 1 2" m E NI 0 1"� 53 MT.ARCHER RD. LYME, CT 06371 • a'I I • I:. d r / N0. 5 BAR w Z c o LYME, CT 06371 (860) 434-0277, (860) 434-3195 FAX • e : + - 3" -� O O c O r;,i-�,i.a,, ����� ,I z TOLL FREE: (800) 504-8008 OR (888) 354-7585 _ 3" WEEP i 1 e J W (p cn .� (860)434-0277,(860)434-3195 e WEB SITE: www.bestrrp.corl . HOLES m d . x o NORMAL SLOPE ' ° d . ,, 0 0 FAX TOLL FREE:(800)504-8008 a . , OR PRE-APPROVED EQUAL • _e m ° OF PAVEMENT A e e' ' ^ O -M co o u�-) OR(888)354-7585 + • >' 18" j I 1 g" h,\ �' `d / \ O Z a`) o WEB SITE: WWW.BMPINC.COM • 2, ALL H❑❑DS SHALL BE CONSTRUCTED OF A GLASS REINFORCED RESIN COMPOSITE WITH I 6° ' • I 21" Coco MAX • • O V v E E OR PRE-APPROVED EQUAL m . ISO GEL COAT EXTERIOR FINISH WITH A MINIMUM 0.125' LAMINATE THICKNESS, I 4 I MAX '® / ���_-___ a ° 16 W m if.. -I Q 3 W • 3, ALL HOODS SHALL BE EQUIPPED WITH A WATERTIGHT ACCESS PORT, A MOUNTING FLANGE, ° ' L¢L > ~ 3 • • a " LL • OIL&FLOATABLE DEBRIS AND AN ANTI-SIPHON VENT AS DRAWN. (SEE CONFIGURATION DETAIL) : A . • • ' t Q �' "� ON SURFACE CANNOT EXIT PIPE p ° 6" FOR POURED IN e, o ► 2 5/8�� 45. O1 ra W (n 00 _,„ 4. THE SIZE AND POSITION OF THE HOOD SHALL BE DETERMINED BY OUTLET PIPE SIZE AS d g , IIII cn / a PLACE °•' .tm_ A 4 a) PER MANUFACTURER'S RECOMMENDATION. -'� `� > :e. 5" WITH (n - ' d' 0 SUMP VOLUME AVAILABLE •• . ' REINFORCEMENT • ',0 + NO. 3 BARS 'd -o a • 5. THE BOTTOM OF THE HOOD SHALL EXTEND DOWNWARD A DISTANCE OF 18' FROM I.E. OUT. A• - . a' .. : FOR PRECAST '� m ° • `"1 n MINIMUM MAXIMUM ► a •e'- d aad-• e a OPTION: CONST. JOINT= NO. 3 \_ 60"M.H.= 58.9 CF 98.1 CF 6, THE ANTI-SIPHON VENT SHALL EXTEND ABOVE HOOD BY MINIMUM OF 3' AND A MAXIMUM OF ° o°d • e e 4 v d' 6" • • 1/3 OF SURFACE AREA BAR ,n rn 72"M.H.= 84.8 CF 141.3 CF 24' ACCORDING TO STRUCTURE CONFIGURATION. a d° -. ° - °' ' a �� aLO 3 84"M.H.= 115.4 CF 192.3 CF 7, THE SURFACE OF THE STRUCTURE WHERE THE HOOD IS MOUNTED SHALL BE FINISHED - w PROVIDE SPECIAL DETAIL FOR VOLUME ,,,•• SMOOTH AND FREE OF LOOSE MATERIAL. 28" 27" �� / " o �� MIN.1 1 2 REQUIREMENTS EXCEEDING 192.3 CF • ' a SECTION A-A SECTION B-B `� ° o 1 .�.;,.• •.' `.:-• ., -,• '•� •*'9a••• `,. ..'' 8. THE HOOD SHALL BE SECURELY ATTACHED TO STRUCTURE WALL WITH 3/8' STAINLESS 4 L^` .<,d `'-� STEEL BOLTS AND OIL-RESISTANT GASKET AS SUPPLIED BY MANUFACTURER. (SEE NOTES: a a BAR DETAILSEE OO K r„ ,,,,,o,F INSTALLATION DETAIL) 1. CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C-478. c. NGINE£4 s�o O 9, INSTALLATION INSTRUCTIONS SHALL BE FURNISHED WITH MANUFACTURER SUPPLIED 2. INSTALL STEPS WHEN DISTANCE FROM TOP OF GRATE TO FLOW LINE OF PIPE IS GREATER THAN 48". SEE STANDARD INSTALLATION KIT. DRAWING NO. 100. SET FIRST STEP 12" FROM TOP OF GRATE. 84283 9 0 3. INSTALL STRUCTURE ON MINIMUM OF 8" OF 3/4"-0" COMPACTED BASE MATERIAL. `, •da° O SUMP VOLUME REQUIREMENTS INSTALLATION KIT SHALL INCLUDE:ONS 4. REINFORCEMENT FOR PRE CAST CATCH BASIN SHALL BE REBAR MEETING ASTM A-615 GRADE 60 OR WELDED WIRE SECTION A-A 58.9 CF MINIMUM REQUIRED B. PVC F INFLOW A. INSTALLATION VENTI PIPE AND ADAPTER MEETING ASTM A-497. MIN. 1 1/2" C. OIL-RESISTANT CRUSHED CELL FOAM GASKET WITH PSA BACKING 5. ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. AND A SLUMP OF 2" TO 4". HOOK BAR OREGON D. 3/8' STAINLESS STEEL BOLTS 6. CHANNEL REQUIRED IN FLOW THROUGH APPLICATIONS, AS APPROVED. ALL OTHER APPLICATIONS REQUIRE AN 18" SUMP c/gY �10 \Lj E. ANCHOR SHIELDS BELOW 7. FULL CURB EST PIPE EXPOSURENVERT.REQUIRED CANNOT BE LOCATED IN SIDEWALK RAMPS OR RAMP WINGS. DETAIL �0' 13,2 \ \\ WATER QUALITY WATER QUALITY GUTTER CURB EXPIRES: 6/30/2023 N GUTTER 8c CURB INLET CATCH INLET CATCH BASIN ��\ SHEET N MANHOLE (SNOUT) A C1eanWater Services MANHOLE (SNOUT) B CleanWateDRAWNG N0. 250 REVISED 12-06 Our commitment is clear. Our commitment is clear. Our commitment is clear. BASIN (CG- 2) REINF0RCEMENT •ur commitment is clear.DRAWING N0. 260REVISED 12-06 DRAWING NO. 300 ( CG- 2) REVISED 12-06 DRAWING NO 310 REVISED 12 06 29 Q OF 32 CITY OF TIGARD CASE NO. PDR2020-00002 & SUB2020-00005 7 r0 0 0 I 0 Ln LL z o ci MANHOLE LID 0 O 28"7" A AS APPROVED FACE OF a n .v :a' • c o, SEE STD. DRAWING NO. 370 CURB •' 'a ° a ''a',•. FOR TOP SECTION DETAILS B ,^ Z ( � -� 33 a.'----- v, U V U 1/4" PER FT. SLOPE Q 0 W -D 7 ++ a a • •.. • Q "■ ■I 6„ 6,. PAVING ®1-1 4. sp A d J O ce tr NJ i f • ® tD o a • O M A Ad a e r •• _ " / 0 \ FACE OF CURB I� d' s.'Q' .d .' h.1' Q'a • . . Q ,� a. o TYP. 5/8" X 3" BOLTS I 2 1/2" M N BACK OF CURB �M� a • d Q ! .' n/1 w iN 1/4"V 2 EACH END 3" WEEP HOLE c _ =.T� , ■ ■ ° a ,•. O O � � o � Q ao p \ .. ' a. \ ° • A •:8 II t ASEE STD. DRAWING NO. 320 O V J a U CURB INLET o \ . a FOR FRAME AND GRATE �/ 2 1/2" x 1/2" N 0Z . p. 1144 •. . A. • 11• LL SQ. EDGE FLAT BAR OPENING 30" -co . � _ t 'I. :^� SECTION A-A • FACE OF CONTRACTION• - V. I PLAN VIEW m Q GUTTER JOINTS c. . . v r . c. I y T O ` X LL 3" X 2 1 2" X 3 8" n . . • a B ° • C B J 1/2" PRE MOLDED �. Q O TYP. ANGLE �3'-0"�� 42" �1f3'-0"� EXPANSION JOINT p: 17ed B < r ) A FILLER (TYP.) SECTION A-A • N ›- 3/4" I \I BOTTOM FACE OF GUTTER V\d I - a I. .• I' • - a I �i■ ■I 1 PLAN VIEW o .v :a. . . . oo. ; 4.'Q ' .d .A aa•.'Q'a�'•' \ - - Z PLAN ° P U • 6" FOR POURED IN • NORMAL GUTTER 4" MIN. CURB INLET OPENING LA s LWITH �.d • FLOW LINE TOP-FACE OF CURB i REINFORCEMENT FOR PRE CAST a TOP-FACE OF GUTTER SECTION B-B PLAN VIEW ` d • 13 1/2" 2 1 2" a B 3/8" X 2 1/2" FLAT BARS BOTTOM-FACE OF GUTTER MAXIMUM 27" FROM TOP OF FIRST a, a AT 1 7/8" ON CENTER I - o 22_ II tr II R' II I I r II If' II Ir I ' STEP TO TOP OF LID. SLOPE TO MATCH SIDEWALK A MAX. O 1 IP BACK-BOTTOM OF CURB ` 18"-'� OO 0 - �w 3" WEEP HOLEPAVED ROAD SURFACE as a o SEESTD. •�g z1°_ DRAWING N0. 100 • .G ��n CROSS BARS o w 4:. FOR STEPS an 3/8„ ROUND °n s� J Z- - m z au ' ►� �.�-3" WEEP HOLE4' 18" SUMPN Lu z N O 36` s\ - 54" r..., _ (6" FOR POURED IN PLACE .a. 4Q Wa _ 5" WITH REINFORCEMENT FOR PRE CAST . ''� ^ Q o a ro ~ d L.f_ za 30co o da a• a s qd w °• • .a 6„ ,, m a PIPE SIZES 'tu NOTES:i I 6' 30" 1 1/2" 36 J Q �•'c - 28" - 27" 42" Q p. 1. PRE CAST CATCH BASIN SHALL BE CONSTRUCTED IN ACCORDANCE - w O FRONT VIEW PERSPECTIVE VIEW SHOWING • WITH ASTM C-478. SECTION A A SECTION B-B 2" LT II al II II II I , lJl II JI II al II DEPRESSED GUTTER AT CURB INLET ; I� :0 2. NON-SUMP INLET MANHOLE SHALL BE NOTES: ` H T i . B 2' 3�'MIN. 4 , CHANNELED. 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C 478. w U �. 7.D 3. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY 2. INSTALL STRUCTURE ON MIN. OF 8" OF 3/a'" 0" COMPACTED BASE MATERIAL. PLAN TYPICAL BOTH ENDS 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE OR WELDED / 3/8" X 2" FLAT NOTES: 4 STRENGTH OF 3000 PSI. AND A SLUMP OF 2" TO 4" OUTER BARS AND WIRE MEETING ASTM A497. BARS EACH END �� 1. ALL FABRICATED METAL PARTS SHALL BE NEW STRUCTURAL, ASTM A-36 STEEL, AND BE p7. K/16" EVERY SECOND SECTION B-B HOT-DIPPED GALVANIZED AFTER FABRICATION. 4. ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. AND A SLUMP �13 INNER BAR �. p'p OF 2" TO 4". 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. 18 4 5. CHANNEL REQUIRED IN FLOW THROUGH APPLICATIONS, AS APPROVED. ALL OTHER AND A SLUMP OF 2" TO 4". • SUMP CL 6 APPLICATIONS REQUIRE AN 18" SUMP BELOW LOWEST PIPE INVERT. :. Cl) 3. INSTALL STEPS WHEN DISTANCE FROM TOP OF LID TO FLOW LINE OF PIPE IS GREATER THAN � .. :d •• .• •. a• ••. . . .a'.';d��.• 6. INSTALL STEPS WHEN DISTANCE FROM TOP OF GRATE TO FLOW LINE OF PIPE IS GREATER THAN 48", SEE STD. DRAWING NO. 100. SET FIRST STEP 12" FROM TOP OF GRATE AND ALIGN WITH • • IP • 48". SEE STANDARD DRAWING NO. 100. SET FIRST STEP 12" FROM TOP OF GRATE. NOTE: LID OPENING. • • • • • • •=� • �-• •" 10" MINIMUM OF 3/4" TO 0" COMPACTED BASE MATERIAL. 7. PRE-CAST STRUCTURE'S CONFORMING TO O.D.O.T. TYPE G-2 CATCH BASIN INLET ARE AN Z FRAME AND GRATE TO BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. 4. INSTALL STRUCTURE ON MINIMUM OF 8" OF 3/4" TO 0" COMPACTED BASE MATERIAL. 49 ACCEPTABLE ALTERNATE. (ALL GRATE MATERIALS SHALL MEET C.W.S. ADDITIONAL THICKNESS AND REINFORCEMENT SHALL BE REQUIRED FOR STATE HIGHWAY APPLICATIONS. 5. 72" MAXIMUM ALLOWED WITH DISTRICT OR CITY APPROVAL, TO AVOID CONFLICTS WITH EXISTING STANDARDS AS SHOWN ON DETAIL #320) O UTILITIES. SECTION A-A CATCH BASIN I � V AREA DRAIN FRAME AND GRATE (CG-2) C1eanWate� INLET CATCH BASI \ ( CG- 30) CURB INLET MANHOLE Services CleanWate� Services (cG- 48 M . H . CleanWate� Services TYPE II C1eanWate� Services REVISED 12-06 Our commitment is clear. REVISED 05 0 Our commitment is clear. DRAWING NO. 350 REVISED 05-07 Our commitment is clear. DRAWING NO. 380 REVISED 12-06 •ur commitment is clear. Z DRAWING NO. 320 DRAWING NO. 330 0 z w AS- BUlL Twi z z - O cn 6/15/2022 B ~ " 3/16' STAINLESS STEEL CHAIN OR CABLE (-�- ^ 28 3/8" 0 Z l J 27 3/8" z (i)ATTACHED TO ORIFICE PLATE AND NOTE3"X 14"SLOT SHALL BE _/n STRUCTURE AS APPROVED. CHAIN OR CABLE Q oCI- AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, SHALL BE SMALL ENOUGH TO ALLOW ORIFICE O 1"X5" CENTERED PLATE TO BE REMOVED FROM GUIDE. ORIFICE PLATE AND GUIDE TO BE MANUFACTURED SEE STD. DRAWING NO. 400 A I. ■•I A I 3" _ FIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL FROM Y2" HDPE OR Ya" STAINLESS STEEL. I FOR FRAME AND GRATE /I -T V--I OZ III. INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE t' �'' ,•• A LI f I I A 1 I ~ -ill :� II I I TYP /2" X 3" BOLTS -�z 1/z" w 0 IN DESIGN AND/OR CONSTRUCTION. El- �I I I 1/4" V 2 EACH END WALL SECTION AND ,'� INTERIOR DIMENSIONS Q. MAXIMUM WATER SURFACE ELEVATION �_ FLOW 2 EDGE x 1T2B IN ACCORDANCE WITH 2" SQ. FLAT BAR 3z 1/z" Lu \ S Q i F- SECTION A-A o "' •° WHEN USED WITH 1ST ORIFICE SIZE= 1.2" z STD. DWG 390 d //�\ 3" MINIMUM EXTENED DRY POND FRAME: GRATE PER • \ - PROVIDE .4'(APPROX. 5") 1ST ORIFICE ELEVATION= 164.20' A• /� t./ PERMENENT POOL DEPTH 1 3" X 2 1/2" X 1/4" 0 STD. DWG 400 0' 2. a L. SWALE BOTTOM • ANGLE 0 2ND ORIFICE SIZE=3.0"X 14" TYP. 3/4" hf I .� �' POND BOTTOM 2ND ORIFICE ELEVATION= 169.92' SPACER REQUIRED FOR 3/i6" , Z ON) C.° ':Q 'yog t ALIGN INVERT OF ORIFICE TO MULTIPLE ORIFICES I ■ ■ •a :. • d- / / �.a'=s" INVERT OF PIPE. B o d 7 >, STORM SEWER OUT v' D ��\\ \\ / / 3„ �3 1/2"► -- �-- PLAN J ? 1=. PLATE AND \ \\ \ %\\\�i\ %� ,. ___ PLAN ti MAX 30' GUIDE (SEE M N. ? ANCHOR TO WALL WITH I i i I i i I I PLATE THICKNESS +1/4" FINISH GRADE FLOW INVERT DRAWING NO. 730 1 "P 0 V e" a' 1 •A• STAINLESS STEEL RISER ' ■ o • a ;• ' q :'' CLAMP OR 2" MIN. STAINLESS 1 1/2' MIN. - .', / 1 1/2" 1 1/2" (� a - STEEL BAND AND STAINLESSTOP 0 GUIDE + W I Q• I f 2"MIN. d;C• v a. 60" 27 ~ coo -r STEEL ANCHORS. MINIMUM OF ±3" BELOW GRATE d. °a 2 PLACES. C•, v 2" MIN. 2" MIN. Q I?. •' MAXIMUM ( E N av: 1 18„ - --- 6%. • >' P p, .• �• 3„ I O ( ) O I 18' f i I �I Q O � a�1 O J' E i :• . MAX. .V PLACE ■ o_ w r1 o • • O O 6" FOR POURED IN • CO9 G• n d 10" MINIMUM -� z ~,o Q REINFORCEMENT v Q MAX. B B 0 Op � o o o c o • ,�.: V . , V.: 6" (tYP.) ��---�` - FOR PRE CAST J ' t - ° ° L _1SECTION B-B m ° J X SECTION A-A ' 1 N p • D SUMP 0 V 18" IISUMP 3 61) CLAMP DETAIL x\� `\ , 1 11 0 ' • ' P ' i '• • 1 11.1 43 m i" SELF TAPPING CONCRETE 2"MIN. ► ' '. Cr V ' • n•:• •01 6" ' .1. N : ••a•..- .6• . a m L a/i ANCHORS, PHILLIPS 5-12 OR 2"MIN. ' '. D 'p • ' ' •' -' '° '' v > APPROVED EQUAL. - - I ' \ , 2 1/2"x 1/4" SQ. EDGE FLAT BAR co 0 i" X 14 STAINLESS STEEL BOLT. q I 6" 24" 6" 6"-� 27 3/8" 6" 32' TYP. GRATE BAR (17 EA.) n N -1>77, LP r c,, 31 1/4" J/ (--- O 0 SECTION A-A SECTION B-B o NOTES: 3/16" TYP. rn ORIFICE PLATE GUIDE SHALL FIT STOP 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. D o NOTES: TTK DIA. WEEPHOLES ORIFICE GATND INCLUDEATE D BOTTOM CHANNEL 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF 3/4" 0" COMPACTED BASE MATERIAL. i I I ric.. D PRO / o1. CONNECTING PIPE AND TEE SHALL BE 4", 6 OR 8 AWWA C-900 OR ASTM 3034 PVC,AND JNGINe£ 0 0 ONE SIZE LARGER THAN THE ORIFICE OPENING. 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED 2 1/2" x 3/8" / 84283 o 2. MAXIMUM ORIFICE OPENING SHALL BE 6" DIAMETER. NOTE: WIRE MEETING ASTM A497 SQ. EDGE FLAT BAR y 3" C. TO C. ' Cu-) 3. STRUCTURES SHALL CONFORM TO STANDARD DRAWING NO. 390 DITCH INLET. 4. FRAME AND GRATE SHALL CONFORM TO STANDARD DRAWING NO. 400, DITCH INLET FRAME Y2" SELF TAPPING CONCRETE FOR MULTIPLE ORIFICE APPLICATION 4. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 PSI AND ANCHORS, PHILLIPS 5-12 OR . . A 3" MIN. SPACER IS REQUIRED AS SLUMP OF 2" TO 4". PLAN OREGON AND GRATE. APPROVED EQUAL. d \O 5. PLATE AND GUIDE SHALL BE SECURED FLUSH AGAINST WALL OF STRUCTURE AS APPROVED. Y2' X 1-Y2' STAINLESS STEEL . SHOWN. SPACER TO MATCH PLATE GUIDE GIY 13 20 � E DIMENSIONS, WIDTH, MATERIAL 5. PRE-CAST STRUCTURE'S CONFORMING TO O.D.O.T. TYPE G-2 CATCH BASIN DESIGN/WITH DITCH O o 6. MAINTAINANCE ACCESS REQUIRED TO WITHIN 10' OF CENTER OF BOTH STRUCTURES. BOLT. NOTE: y IIA�// u I��\ 03 7. FOR APPROVAL OF ALTERNATE STRUCTURES SEE SECTION 1.17. WITH A WATER TIGHT SEAL. INLET TOP ARE AN ACCEPTABLE ALTERNATE. ALL GRATE MATERIALS SHALL MEET C.W.S. FRAME AND GRATE SHALL BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. if. r I r STANDARDS AS SHOWN ON DETAIL #400 N EXPIRES: 6/30/2023 I OUTFLOW CONTROL ORIFICE PLATE DITCH INLET DITCH INLET SHEET N N STRUCTURE C1eanWateer Services AND GUIDE CleanWater Services C1eanWate-r Services FRAME AND GRATE C1eanWater Services 30 C - DRAWING NO. 720 1 REVISED 1106 Our commitment is clear. DRAWING NO. 730 REVISED 12-06 •ur commitment is clear. DRAWING NO. 390 REVISED 05-07 Our commitment is clear. DRAWING NO. 400 REVISED 12-06 •ur commitment is clear. OF 32 CITY OF TIGARD CASE NO. PDR2020-00002 & SUB2020-00005 00 N) 0 0 1 0 Ln in LL z o 0 CLASS "A" NATIVE BACKFILL CLASS "B" GRANULAR BACKFILL �24" MIN 72„ O Z AS- BUILT 36' MAX zrw4„ MAX V LLI r. Q o AC PAVEMENT REPLACEMENT. / �� .��� a e �Y J O O w 6/�5/2022 SEE NOTE 4. _� LL �/ 1��������� _ _ / ., M o_ NOTE: O LU MOUND EXCESS MATERIAL TO ALLOW , �1 12" MIN. SEE NOTE 4. 1. APPLICABLE TO DEAD j - - - a • ��, 0 Q NOTE FOR SETTLEMENT. CONTRACTOR SAWCUT CLEAN EDGE FOR END MAINS, 8" AND SHALL RESTORE ALL LANDSCAPINGSMALLER, WHICH WILL m eN _ C AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, AC PAVEMENT REPLACEMENT.T 0 k_ 0 O O D O Q TO PRE-EXISTING CONDITIONS. NOT BE EXTENDED. IIIIFIliiillinillr!= 0 Q r nFIELD SURVEY, AND FIELD INSPECTOR GATHERED DATA. ALL = � SAND SEAL JOINT. J `./ 0 > 2. ADD CARV 12" UPSTREAM INFORMATION HEREON SHALL BE FIELD VERIFIED PRIOR TO USE EXISTING z 0 EXISTING OF GATE VALVE ON MAIN IN DESIGN AND/OR CONSTRUCTION. w 1 - m GROUND ix < AC PAVEMENT WATERLINE WHERE DEAD -!�t I- cn END IS LOCATED AT HIGH p ° KEYNOTES: 0 / � / POINT. j. A. VALVE (TYP) I J LL �� ����������� <��\�� If A.1. MJ GATE VALVES 8" AND SMALLER. V) Q 0 DETECTABLE WARNING \/\/�`i�`pr-tr ROADWAY 3. BLOWOFF SHALL NOT BE M TAPE FOR PIPE DIA. z 12" � /``��`\��\\��`��\\�`1iat; BASE E BARRICADE INSTALLED UNDER ROAD ROAD A.3. VALVE BUTTERFLY SHALLL MATCH MAINLINEVES 12" AND SIZE. N \ �`iip�iO�i`�iip�e • "1 \ > cfl CLASS "A" \ ``````````mow //// A O SEE 0 0 A.4. ALL JOINTS SHALL BE RESTRAINED. Z :�''o''o''o''.'' w NATIVE \r�✓i�✓/�`l��`l��`lj` - \\ NOTE 2 J�� A.S. SEE DETAIL 402 FOR VALVE BOX REQUIREMENTS. U 0000. I / CLASS "B" 3/4"-0" . 0 \ Q BACKFILL \ '��•\��i\��i\�ii\* •i. \- z z � / 'i tt; ,,, ,,,�,,, ^. V. \ CRUSHED ROCK �. \ \ /r000.\.� \ w 6 \ j B. APPROXIMATELY 24" SPOOL REQUIRED TO ALLOW FOR 74"; '' � . / GRANULAR BACKFILL _ w _ J MIN ..;. ) \ r18" SPACING BETWEEN FITTINGS. ' -.- /,�/ ,`1\ tip 4; j\/\TRACER WIRE FOR ' // �•-: \/ 6" MIN- ;i I, .• • / /�PIPE DIA. z 12" \ V , , � i�AA/ 12" _ v AV C. MJ TEE. / PIPE I I r' ' D. MJ CROSS. CO ZONE �// �` �, \/4I P E OD �\ \ v ��� !• \\\\\\/ �0� J \ -' '•49/ 6 PIPE BASE V�j/�/��AA K // //•A \ \A/ //AA//A//A/% I . „ I� Q •/\\\i� /\\ \\� \ • \ /\/\/\/\ /\/\/\/ Z 6" _ _PIPE_ //_ 6" t KEYNOTES: \\r\\r\\r\\r\\r\\ . r\\r\\r\\r\\.\ ,� TYP. 0 TYP. A. FINISHED GRADE. IF OUTSIDE THE PAVED AREA PROVIDE 4" THICK CONCRETE PAD OVER r Q W _ .... 4" COMPACTED 1"-0" CRUSHED ROCK. PAD SHALL EXTEND OF A MINIMUM OF 6" AROUND 0-� ' '- �` 0 t J VALVE BOXES. REINFORCE CONCRETE WITH #4 REBAR MAX 12" 0.C. CENTERED ��di _ JCL 24" MIN. c 7 C-" F_-; G VERTICALLY IN SLAB. PROVIDE 3" CLEARANCE FROM EDGES AND PENETRATIONS. SEE r I- Z DETAIL 402. +J O 7 NOTES: " BRASS PLUG HAND-TIGHT. USE FOOD GRADE GREASE ON PLUG THREADS. L 1. PIPE ZONE MATERIAL SHALL BE 3/4"-0" CRUSHED ROCK GRANULAR BACKFILL C. 2" ADAPTER. COPPER SWEAT TO FIPT. 1 fa. LLI O B. 2 COMPACTED TO 95% OF AASHTO T-99. D. VALVE BOX ASSEMBLY PER DETAILS 402 AND 403. r 2. CLASS "A" NATIVE BACKFILL MAY ONLY BE USED OUTSIDE OF PAVED AREAS AND E. 2" TYPE K RIGID COPPER TUBING OR THREADED BRASS PIPING. �0� REQUIRES DISTRICT APPROVAL. BACKFILL SHALL BE COMPACTED TO 90% OF AASHTO F. 2'' " OPERATORf � LLI U IRON BODY GATE VALVE WITH 2 NUT. , ,4 > T-99 IN LIFTS NOT EXCEEDING 18" (LOOSE MEASURE). G. 2" 90° BEND, COPPER SLIP OR THREADED BRASS. __ NOTES: n 3. CLASS "B" 3/4"-0" CRUSHED ROCK GRANULAR BACKFILL SHALL BE USED WITHIN PAVED H. 8" X 8" CONCRETE PIER BLOCK ON NATIVE SOIL. 800' MAX. 1. VALVES SHALL BE INSTALLED PER DETAIL 402. 0 AREAS. BACKFILL SHALL BE COMPACTED TO 95% OF AASHTO T-99. I. 2" ADAPTER. COPPER SWEAT TO MIPT. ,M• 2. ALL VALVES SHALL BE WRAPPED IN POLYETHYLENE rX 4. SAWCUT WIDTH AND AC PAVEMENT REPLACEMENT SHALL BE PER APPLICABLE J. MJ CAP WITH OFFSET 2" TAP AT BOTTOM. TAP MAY BE CENTERED ON CAP FOR 4" PER DETAIL 402. DUCTILE IRON PIPE AND FITTINGS C JURISDICTIONAL REQUIREMENTS. MAINS. Ea SHALL BE WRAPPED IN POLYETHYLENE WHEN C 5. IF THESE SPECIFICATIONS CONFLICT WITH THE SPECIFICATIONS OF ANOTHER APPLICABLE REQUIRED. K. 2" X 12" BRASS NIPPLE. JURISDICTION, THE MORE STRINGENT SPECIFICATION SHALL GOVERN. L. WRAP VALVE WITH 3 LAYERS OF POLYTHEYLENE ENCASEMENT. EXTEND POLYETHYLENE 6" 3. BUTTERFLY VALVE OPERATOR NUTS SHALL BE - Z 6. 36" MINIMUM COVER IS REQUIRED, ANY COVER DEEPER SHALL BE APPROVED BY DISTRICT MINIMUM BEYOND VALVE AND CAP. SECURE TO PIPE WITH 10 MIL PVC PIPE WRAP TAPE. ORIENTED ON THE NORTH OR EAST SIDE OF THE ENGINEER. SEE DETAIL 301. MAIN �O DESIGNED:MBA DATE: 11/2019 DESIGNED:MBA DATE: 9/2020 DESIGNED:MBA DATE: 9/2020 V ma IFS TUALATIN VALLEY TYPICAL DETAILin .11,10 TUALATIN VALLEY 2" STANDARD BLOWOFF DETAIL TUALATIN VALLEY TYPICAL WATER VALVE DETAIL WATER DISTRICT APPROVED:NWA TRENCH BACKFILL 2O 1 WATER DISTRICT APPROVED. NWA (4"-8" MAINLINE) 306 WATER DISTRICT APPROVED: NWA LOCATION 401 SCALE:NONE SCALE:NONE SCALE:NONE z O I- Z w I- w 0 Z_ Z HYDRANT BEHIND CURBTIGHT SIDEWALK Q 0 z v. T`^ND 18" MIN • I 0�' E ~ 0 m O FINISHED GRADE ^ I 24" MAX 18 w' • � w -- 1�11• 0 SEE NOTE 4 FOR o' �& CC) O 0 ci- / 18" MINI BREAK FLANGE O ALLOWANCE z = SC O o „ ' L_�J ' „ 12" 24' _' > v) -•�, 4 MIN. _ PLANTERT .„ STRIP ct PROPERTY LINE - 12 o a • •� 12" MAX. / / Es'� �� T � 0 w '<� .• \-/\ \{" © i • � r l �\\\\\\�\\,,,_\\�\\\,\\\��-.. LIMIT OF REQUIRED w > z ci // , / / / //// /\ '• � %� � �� , CLEAR ZONE MIN. 4' SIDEWALK Q LATH N AT PUE. z 0 /\% 3=°\ \ �\\�\\/\\\/\\\�\\ �\ ' U SIDEWALK SEE NOTE 1. 1cp 8 \ \\ 0 0 0 ,��i 1 PROPERTY CORNER. -� \� ��// � FIRE HYDRANT 1' SEE NOTES 2 AND 3 0 c~n 1 '- 0 _ PROPERTY LINE AND ro z 0 ` D 0 6" CLASS 52 DI PIPE �\ /'' _ LOT NUMBERS MARKED PUBLIC UTILITY 4 0 01 •�I��• -- II* //��I I 1 ■;� EASEMENT z N i �•-- ----------------------------------------- -1 ., �r ON FACE OF CURB.© SEE NOTE 1. PLAN (E -T i=j •',11 •,0. © HYDRANT IN PLANTER STRIP / 0 0 �•v�•�•\ Iff Mil h iLii, _ 18" MIN / ioiiooiiooiaooa000aoaoorii --� �\ _ \ \\/\\/\ 001 i�WO. ^ 24" MAX �� . . . • /\ \ /\//\// 1 �' L I I. T - - BREAK FLANGE 18"-24" i\ ' ./9,/�/\\/\\/�\/� /\ -o o �_ 1 18" MIN OR COMPLY WITH -0 ! '' �� LOCAL JURISDICTION CURB FACE OR EDGE �_N�_--- METER BOX AND SERVICE PER CURRENT IT o rI �!•'' i © OF STREET. INSTALLATION BY TVWD PLUMBING CODE D co N 6" MIN - D I. < /\//\/A / \//\//�// / _ 10' ►�_ 10' _ ��� 1 ¢ W ..f U O O7 ,n E o J• g) 1 �.0 �\� N. co -a Ln TYP r / y, Y KEYNOTES: ° p o 0 0.2 Ln KEYNOTES: A. VALVE BOX ASSEMBLY PER DETAIL 402. G. MAINTAIN MINIMUM CLEAR SPACE IN ALL WRAP SERVICE R m E �' A. EAST JORDAN MODEL #3639Z1 (OR APPROVED EQUAL) VALVE BOX. EAST JORDAN MODEL DIRECTIONS PER DETAIL 503. PLACEMENT OF NOTES: ' ,;I,r ;_ ,i W X _- W Q H 3 0 CONCRETE AROUND HYDRANTS IS PROHIBITED 1. THE CLEAR ZONE PROHIBITS THE FOLLOWING: LINE MIN. 3' WITH �It=ate . w B. 6" GATE VALVE. WRAP TEE, VALVE, AND PIPE TO #3639A1 COVER WITH "TVWD" CAST IN TOP SURFACE. VALVE BOX SHALL BE PLUMB, • VEHICLE PARKING 10-MIL PVC TAPE CURB STOP I Q 3 01 THE FOOT VALVE WITH 3 LAYERS OF CENTERED ON AXIS OF OPERATING NUT, AND SHALL NOT REST ON OPERATING ASSEMBLY. POLYETHYLENE ENCASEMENT PRIOR TO H. FOLLOW MANUFACTURER RECOMMENDATIONS FOR • FENCES SEE DETAIL 301 x � m 4 B. UNPAVED AREAS ONLY: PROVIDE 4" THICK CONCRETE PAD OVER 4" COMPACTED 1"-0" BURY LINE AND BREAK FLANGE MAX AND MIN. "'�' W BACKFILLING. EXTEND PE WRAP A MINIMUM OF 6" • TREES 1 ' TYPE K SOFT a, • LARGE BUSHES METER BEYOND TEE. SECURE TO PIPE WITH 10 MIL PVC COPPER TUBING o CRUSHED ROCK. PAD SHALL EXTEND OF A MINIMUM OF 6" AROUND VALVE BOXES. I. NO RISER KITS ON NEW HYDRANT INSTALLATION_ PIPE WRAP TAPE. SEE DETAIL 301. DO NOT • RETAINING WALLS r REINFORCE CONCRETE WITH #4 REBAR MAX 12" O.C. CENTERED VERTICALLY IN SLAB. WRAP HYDRANT BARREL. J. CONCRETE BLOCK - 3500 PSI 2" BELOW SCORE • ANYTHING ELSE THAT MAY INTERFERE WITH OPERATION OF THE FIRE a, PROVIDE 3 CLEARANCE FROM EDGES AND PENETRATIONS. LINE, 8" THICK, AND 12" BELOW BURY LINE. HYDRANT. ELEVATIONlap � C. 6" TYPE SDR 35 PVC, D3034 PIPE SPACER. LENGTH AS NECESSARY. C. TEE. NEW CONSTRUCTION TEE SHALL BE MJ X MJ CONCRETE SHALL NOT IMPACT WEEP HOLE. NOTES: can X FLG. CONNECTIONS TO EXISTING MAINS SHALL 2. THE CLEAR ZONE ALLOWS THE FOLLOWING: D. OPERATOR EXTENSION REQUIRED WHEN VALVE NUT IS 60" OR DEEPER FROM FINISHED BE TAPPING TEE PER DETAIL 302. THRUST • LAWN GRASS 1. DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE INTERSECTION OF THE PROPERTY 0 GRADE. SEE DETAIL 403. BLOCK REQUIRED ONLY FOR TAPPING TEE. K. WRAP HYDRANT BARREL WITH PE WRAP • MULCH LINE AND THE PUBLIC UTILITY EASEMENT. DEVELOPER'S SURVEYOR SHALL ALSO MARK o BENEATH BURY LINE TO 6 INCHES BELOW E. WRAP VALVE WITH POLYETHYLENE ENCASEMENT, OR APPROVED EQUAL PRIOR TO CONCRETE BLOCK. ENSURE PE WRAP DOES NOT • BARK DUST THE PROPERTY LINE AND LOT NUMBERS ON THE FACE OF CURB WITH WHITE PAINT. D. MECHANICAL JOINT WITH GRIP FOLLOWER. ALL QED PROAF r, BACKFILLING. EXTEND POLYETHYLENE 6" MINIMUM BEYOND VALVE AND SECURE TO PIPE JOINTS IN HYDRANT ASSEMBLY SHALL BE FULLY INTERFERE WITH WEEP HOLE. • GROUND COVER 2. IF PROPERTY CORNER MONUMENTS HAVE NOT BEEN SET AT THE TIME OF WATER -\� s/ o0 SERVICE INSTALLATION, THE DEVELOPER'S SURVEYOR SHALL SET A LATH AT THE 7 NGINE£ WITH 10 MIL PVC TAPE. SEE DETAIL 301. RESTRAINED. • LOW PLANTINGS �\ R 02 1 F. VALVES 8" AND SMALLER SHALL BE MJ GATE VALVES. VALVES 12" AND LARGER SHALL HOWEVER, THE PROPERTY OWNERS SHOULD BE AWARE THE GROUND COVER COULD PROPERTY CORNER LOCATION ON THE RIGHT-OF-WAY LINE. 84283 o BE MJ BUTTERFLY VALVES. E. 12" X 12" X 8" CONCRETE PIER BLOCK ON BE DAMAGED WHEN THE HYDRANT IS USED OR MAINTAINED. 3. ORS 92.044(7) PROHIBITS LOCATING ANY UTILITY INFRASTRUCTURE WITHIN 1-FT OF A ; 0 G. 2" SQUARE OPERATING NUT. UNDISTURBED NATIVE SOIL. 3. THE CONTRACTOR SHALL INSTALL A BLUE REFLECTOR BUTTON FOR THE FIRE SURVEY MONUMENT. DEVELOPER SHALL PAY FOR ANY RELOCATION OF SERVICES ' H. 8" X 6" PVC SDR35 REDUCER SXS, CONNECT TO D3034 PIPE USING A COMPATIBLE PVC F. 1-1/2" CLEAN DRAIN ROCK POCKET. 4 CUBIC DEPARTMENT AFTER FINAL LIFT OF AC PAVEMENT IS PLACED. AND/OR METER BOXES FOUND TO FALL WITHIN 1-FT OF A SURVEY MONUMENT �ip�REGONo1O CEMENT. FEET MINIMUM. MINIMUM 6" ABOVE HYDRANT 4. WHERE ALLOWABLE WITHIN CITY OR COUNTY JURISDICTIONS, HYDRANTS MAY BE LOCATION. i0 << 13,2 4\ I. COMPACTED ROCK. DRAIN OPENING. WRAP WITH GEOTEXTILE FABRIC PLACED WITHIN THE SIDEWALK, IF THE SPACING REQUIREMENTS ARE MET AS SHOWN. 4. SEE SECTION 8.2. OF THE STANDARDS FOR BACKFLOW REQUIREMENTS. y If. \-0\ PER TVWD STANDARDS. EXPIRES: 6/30/2023 N 2 r , I DATE: 11/2019 DATE: 9/2020 DATE:9/2020 DATE: 8/2020 SHEET DESIGNED:MBA DESIGNED:MBA A DESIGNED:MBA DESIGNED:MBA N SINGLE WATER SERVICE o ��� TUALATIN VALLEY DETAIL �j� TUALATIN VALLEY FIRE HYDRANT STANDARD DETAIL �j,. TUALATIN VALLEY FIRE HYDRANT CLEAR DETAIL TUALATIN VALLEY DETAIL N \hr./ WATER DISTRICT APPROVED: NWA TYPICAL VALVE SETTING �� WATER DISTRICT APPROVED: NWA �., WATER DISTRICT APPROVED:NWA '� WATER DISTRICT APPROVED: NWA TYPICAL INSTALLATION 31 _ 402 INSTALLATION 502 ZONE 503 WITH PLANTER STRIP 603 - SCALE:NONE SCALE:NONE SCALE:NONE SCALE:NONE OF , 32 CITY OF TIGARD CASE NO. PDR2020-00002 & SUB2020-00005 7 = ro 0 /PUBLIC STREET LIGHTING OPTION "B" NOTES: 0 1. LIGHT POLE SHALL BE 30-FOOT DIRECT BURIED, 25-FOOT MOUNTING HEIGHT, r-CITY OF TIGARD LIGHT POLE LOCATION TABLE LL Lo TWO-PIECE BRONZE, FIBERGLASS LIGHT POLE. O Z POLE NUMBER MH WATTS LUMENS ARM ARRANGEMENT STREET POLE TYPE 0 0 PGE APPROVED LIGHT POLES ARE: + z SHAKESPEARE BHT3099S5BL9901 1 25 FT 29 3479 0.67 SINGLE LONGSTAFF FIBERGLASS rA c) V Z U U w 2 25 FT 29 3479 0.67 SINGLE LONGSTAFF FIBERGLASS o W PGE APPROVED STUBS ARE: c) W J C. Q 3 25 FT 29 3479 0.67 SINGLE LONGSTAFF FIBERGLASS O cc SHAKESPEARE 25-STUB-UP a o J O a_ 4 25 FT 29 3479 0.67 SINGLE LONGSTAFF FIBERGLASS o 000 ch ,4 � > M 2. JUNCTION BOXES SHALL BE PGE APPROVED SPLICE BOXES. EX 25 FT 53 3479 4 SINGLE 95TH AVE WOOD U o N `7' o Q (/) c w 6 25 FT 29 3479 0.67 SINGLE 95TH AVE FIBERGLASS 0 C) '0 ' O CO ~ PGE APPROVED JUNCTION BOXES ARE: • O M .. NEWBASIS FCA132418T-00043 7 25 FT 29 3479 0.67 SINGLE 95TH AVE FIBERGLASS o Mo O J Q QUAZITE A4213418A017 W vA o u .E F- X E I ARMORCAST A6001946TAX18-PGE �. kn c� E p0 Q HIGHLINE CHA132418HE1 o .-.4(:) �, I J X "ELECTRIC" "POWER" r1 ELECTRIC OR SHALL BE IN THE LID MARKING AREA. e E Q M H O Z c N cd Z 3. LUMINAIRES SHALL BE PGE APPROVED 29 WATT LED, 240V, MAST-ARM MOUNTED, NUMERIC SUMMARY U BRONZE COBRAHEAD FLAT LENS FIXTURE WITH TWISTLOCK P.E. RECEPTACLE. E Q PGE APPROVED COBRAHEAD LUMINAIRES ARE: PROJECT: 95TH AVENUE 29W LEOTEK GCJ1-20H-MV-WW-2R-BZ-450-PCR7-RWG-WL-FDC-PGE LABEL CALC TYPE UNITS AVG MAX MIN AVG/MIN 4. THE PHOTOELECTRIC CONTROL SHALL BE PGE APPROVED EXTENDED LIFE TWISTLOCK, Z FAIL-ON, ELECTRONIC, 105-300 VAC, 60 HZ, PER ANSI 136.10, BRONZE HOUSING, 1.5 LUMEN g 5TH AVENUE ILLUMINANCE FC 0.67 1 .40 0.20 3.35 a "CCTURN-ON, RATED 1000W TUNGSTEN (1800 VA BALLAST) 1.5:1 TURN-OFF/TURN-ON RATIO, SOLID BRASS PLUG BLADES, CONFORMABLY COATED CDS CELL, 160 JOULE MOV, 2-4 SEC. C/) z C/) .1TURN-OFF DELAY. LONGSTAFF STREET ILLUMINANCE FC 0.50 1 .10 0.20 2.50 o a Z a PGE APPROVED PHOTOELECTRIC CONTROLS ARE: Z 1 Q SELC 8483 w J w c Z_ 5. THE WIRING FROM THE SPLICE BOX TO THE LUMINAIRE SHALL BE PGE APPROVED #10AWG, ~ p 600-VOLT, 3-CONDUCTOR, CLASS B STANDING TYPE TC WITH 45-MIL SUNLIGHT RESISTANT Z PVC JACKET, SUITABLE FOR DIRECT BURIED APPLICATIONS. RATED 90°C DRY AND 75°C WET. 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