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SIT2017 - 00032 TRIANGLE POINTE PARKING TIGARD, OREGON r*1 111" Architecture Interiors CONSTRUCTION PLANS Planning Engineering _ Portland, OR DEVELOPER PLANNING 503.224.9560 \ DEACON DEVELOPMENT GROUP MACKENZIE Vancouver,WA j 360attle,879 WA L CONTACT: RYAN T., SUI CONTACT: SUZANNAH STANLEY ` � 901 NE GLISAN ST., SUITE 100 1515 SE WATER AVE Seattle,WA PORTLAND, OR 97232 PORTLAND, OR 97239 206.749.9993 \ 2S101DA00105 I PHONE: (503) 297-8997 PHONE: 503-224-9560 www.mcknze.com ( FAX: 503-228-1285 \ �C w MACKENZIE 10L > LANDSCAPE ARCHITECT SURVEYOR DESIGN DRIVEN 1 CLIENT FOCUSED AKS ZTEC ENGINEERS, INC. Client 1-5 \ •„ \ CONTACT: TIM BAUER CONTACT: CHRIS FISCHBORN DEACON 9600 NE 126TH AVE 3880 SE 8VE 8TH AVE., SUITE 280 DELOPMENT .1..SSSSS SUITE 2520 PORTLAND, OR 97202 GROUP \��•,.•'• •• C* I VANCOUVER, WA 98682 PHONE: (503) 235-8795 \ ,,^^ PHONE: 360-882-0419 FAX: 360-882-0426 FAX: (503) 233-7889 (10 \ \ ` SUITE NE GLISAN 3T. 100 5 PORTLAND, OR 97232 ENGINEERING ARBORIST MACKENZIE MORGAN HOLEN & ASSOCIATES DA02\ VJ CONTACT: BAILEY SMOKE CONTACT: MORGAN HOLEN I OR GREG MINO 3 MONROE PARKWAY, SUITE P 220 Project 1515 SE WATER AVENUE LAKE OSWEGO, OR 97035 TRIANGLE POINTE \ PHONE:PORTLAN(5033) 224-9560 PHONE: (971) 409-9354 13333 SW 68TH \ - - - FAX: (503) 228-1285 PARKWAY TIGARD, OR 97223 SITE ` .• ® \ \ c F 's T NDEX \ LL \ COVER SHEET \ I EXISTING CONDITIONS PLAN-NORTH PA swrrcoow���. _ knuaew�r EXITING CONDITIONS PLAN-SOUTH �\ 2SMA00102 I i 1115/•1'11 * iI TiE PREGERVAT19N AND orunvAl PLAN \ GW0011rrAnD. I� OVRALL SITE PLAN 1 \ I CITf'r-AN--NARTH y aIC �y SCALE PLrB �j CITE ,PLANSOUTH rPy 16'1 eJ� VICINITY MAP ` ' C2.2A GRADING PLAN - NORTH E W. ' ft I C2.2B GRADING PLAN - SOUTH \ EXPIRES: 12/31/19 CITY OF TIGARD, OR \ �� C2.2C ENLARGED PLANS != '� 2S101DAQ0103 �I C2.2D ENLARGED PLANS O ` C2.3A UTILITY PLAN - NORTH © L RIGHTS SER C2.3B UTILITY PLAN - SOUTH ALL RIGHTS RESERVED ,"•\ 1 SENSTR Inrrnu PHASING PLAN THESE DRAWINGS ARE THE PROPERTY \ OF MACKENZIE AND ARE NOT TO BE \ \ ( I �/� C8.0 CIVIL DETAILS USED OR REPRODUCED IN ANY MANNER, '--�� �� _� - ' t{ J 158.1 CIVIL DETAILS WITHOUT PRIOR WRITTEN PERMISSION •••••, �'� e I /\ C8.2 STORMWATER DETAILS REVISIONS: tips F+o I IL1.G GTr LI Z NOTICE TO EXCAVATORS O I EC1.0 EROSION AND SEDIMENT CONTROL COVER SHEET 2m<' REVISIONS REVISION DELTA ATTENTION: OREGON LAW REQUIRES YOUBY THE O EC3.0 EROSION AND SEDIMENT CONTROL PLAN\ •••.�,�� O CID +@' EC2.0 CLEARING AND DEMOLITION EROSION AND SEDIMENT CONTROL PLAN 5o MEET CLOSING DATE TO FOLLOW RULES ADOPTED OREGON UTILITY NOTIFICATION CENTER. EC4.0 EROSION AND SEDIMENT CONTROL DETAILS 1 X IN PROGRESS THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR0 r COVER 952-001-0090. YOU MAY OBTAIN I R1ENLARGEDPLANS - PHASE 1 CALLING OF THE RULES BY CANG THE 0..•...• . < ., City of Tigard Erosion CENTER. 61 0 'nA�D�pL,A„nl nlnOTu (NOTE: THE TELEPHONE NUMBER FOR ��` ® �1'1 LAAInenADr PLAN �' To Schedule inspections: THE OREGON UTILITY NOTIFICATION Call (503) 639-4175tion: I t TDCC nAAInDV DI AAI III 1 1 1 1 O -.-� . . Initial inspection: CENTER IS (503)-232-1987). \ 1-1.7 TDCC nAA1nDV DI AAI Prior to footing inspection I I I I I I I L1 I Tprr QAINQPV DI nil Final inspection: \ -__ 9 Prior to final building inspection POTENTIAL UNDERGROUND FACILITY OWNERS v� + 11i TDrr CAAInDV TADIC (PHASE •1) ��i o 2S101DA00104-� 616 TREE G41�TTeeIZ (PWASE 2) SHEET TITLE: Di Safely. COVER '% O �a��Aac- SHEET L2.0 VEGETATED CORRIDOR PLAN NORTH Call the Oregon One-Call Center � � L2.1 VEGETATED CORRIDOR PLAN SOUTH DIAL 811 or 1-500-332-2344 *MODIFIED SHEET LIST FOR THE PFI PERMIT 1 EMERGENCY TELEPHONE NUMBERS /l NATURAL GAS � N IS OFFICE COPY CITY OF TIGARD M-F lam-bpm 503-228-4211 Ext.4313 \ O / DRAWN BY: BTS AFTER HOURS 503-228-4211 O\ I I I REVI D COMPLIANCE CODE COPLIANCE PGE 503-484-7777 � \\ O ' = REVIEWED FOR CHECKED BY: TWM OWEST 1-800-573-1311 \ �0 CODE COMPLIANCE Approvodt I j SHEET: QTY BEiEAU OF NAIiTENANCE 503-823-1700 \ �\ oTC6 CITY WATER 503-823-4874 VERIZON 1-800-483-1000 Address: :1, IY�OI 7 - o c1F1 �`1 OC1.0 SITE MAPe Address: 1333 � sw (mg 71, 'Kws,1,t� #: 151 .0 100 0 50 100 200 400 By: —�� Date: I I , ( IN FEET ) JOB NO.21%%559.00 1 inch - loo ft. REVISED — MARCH 9, 2018 SUBMITTED FOR PERMIT — NOVEMBER 21, 2017 215055900\4-DRAWINOS\CIVIL\559-C1.O.DWG BTS 03/07/18 08:54 1:100 I im 1 Architecture Interiors Planning Engineering TREE INVENTORIY LEGEND: 1 DBL 24' OAK 26 18' PINE 51 16', 10' PINE 76 14' MAPLE 101 20" PIN OAK 126 14' UNKNOWN 151 24", 2-18" MAPLE 0 DENOTES MONUMENTS FOUND AS NOTED 2 20' OAK 27 8' FIR 52 16' PINE 77 18' MAPLE 102 18" PINE 127 12* UNKNOWN 152 10' MAPLE Portland, OR I.R. DENOTES IRON ROD 3 10',7',6' MAPLE 28 14' PINE 53 22' PINE 78 16" MAPLE 103 22" PINE 128 16' PINE 153 22" MAPLE 503.224.9560 4 24" OAK 29 12' PINE 54 18' PIN OAK 79 30" MAPLE 104 20' UNKNOWN 129 16' PINE 154 11' CHERRY I.P. DENOTES IRON PIPE Vancouver,WA FD. DENOTES FOUND 5 22' OAK 30 18" PINE 55 10" WESTERN RED CEDAR 80 9" PINE 105 14' PINE 130 18' PINE 155 10' CHERRY 360.695.7879 6 14',8" OAK 31 8' FIR 56 18" CHERRY 81 14' MAPLE 106 20" UNKNOWN 131 12' UNKNOWN 156 8" CHERRY Seattle,WA (M) DENOTES MEASURED 7 14' OAK 32 12' FIR 57 22' MAPLE 82 48" FIR 107 12" PINE 132 18' PINE 157 18' WESTERN RED CEDAR 206.749.9993 -P EXISTING POWER 1 8 16' OAK 33 11' FIR 58 20" MAPLE 83 14 12' MAPLE 108 18" UNKNOWN 133 14' FIR 158 30" REDWOOD www.mcknze.com X - EXISTING FENCE I 9 20' OAK 34 16' PINE 59 2-12', 10' OAK 84 16" REDWOOD 109 18' PINE 134 14' PINE 159 20' MAPLE EXISTING CONCRETE SIDEWALK 1 10 18',2-16',9' OAK 35 20" MAPLE 60 42' DEADORA CEDAR 85 24" REDWOOD 110 14' PINE 135 12' PINE 160 9" CEDAR MACKENZIE I 11 11' OAK 36 20' PINE 61 48" DEADORA CEDAR 86 12' SPRUCE 111 18' PINE 136 8" PINE 161 18' FIR EXISTING CONTOUR 1 DESIGN DRIVEN 1 CLIENT FOCUSED 12 20', 18', 9' OAK 37 32' FIR 62 16' PINE 87 16" WESTERN RED CEDAR 112 20-12", 8' MAPLE 137 12' PINE 162 18' SWEETGUM EXISTING FIRE HYDRANT / / 1 13 10', 6-5' MAPLE 38 DBL 16' MAPLE 63 10' OAK 88 12' FIR 113 10' MAPLE 138 18' DEAD PINE 163 16' PIN OAK Client C80 EXISTING CATCH BASIN // / I 14 22" OAK 39 9' UNKNOWN 64 14', 3-10', 2-8" COTTONWOOD 89 14' FIR 114 32' MAPLE 139 6' FIR 164 10' & 8' PINE DEAN ® EXISTING STORM MANHOLE GRAPHIC SCALE // // 1 15 30" OAK 40 9' PINE 65 10" UNKNOWN 90 14' ALDER 115 24" FIR 140 8", 6' HAWTHORNE 165 2-8, 7, 6" PINE DEVELOPMENT 0 20 40 80 1 // /// I 16 24" OAK 41 8' CHERRY 66 20" COTTONWOOD 91 10' ALDER 116 22' FIR 141 DBL 12" MAPLE 166 20' FIR GROUP ® EXISTING SANITARY MANHOLE EXISTING LIGHT POLE 15' STORM SEVER EASEMENT 17 12', 8 Y OAK 42 14', 2, 2-10',2-8, 6 UNKNOWN 67 8' COTTONWOOD 92 16' ALDER 117 26" MAPLE 142 16' MAPLE 167 16' FIR1 / ( IN FEET ) BOOK 1125, PAGE 493, 11-15-75 1 1 / /� I 18 26' OAK 43 12', 2-8' UNKNOWN 68 8' COTTONWOOD 93 16' ALDER 118 20', 16' MAPLE 143 8' MAPLE 168 12' PINE M, EXISTING POWER POLE 1 INCH = 40 FEET EXCEPTION ITEM NO. 9Bq,�s' 19 10' OAK 44 14' PINE 69 12' UNKNOWN 94 16' PINE 119 16' MAPLE 144 22, 16" MAPLE 169 7' PINE 901 NE GWAN 3T. WV a EXISTING WATER VALVE 11 1 // // Ffq��yi 20 20' OAK 45 16" PINE 70 10' UNKNOWN 95 14" PINE 120 18' MAPLE 145 14' MAPLE 170 18' PINE �� �, >P PORTLAND, OR 97232 WM❑ EXISTING WATER METER i / �Q�9` 21 12' OAK 46 12', 10', 2-8' MAPLE 71 10" UNKNOWN 96 16' PINE 121 16' MAPLE 146 12', 10" MAPLE 171 18' PINE GM❑ EXISTING GAS METER t5801 '��q� 22 26' OAK 47 16' UNKNOWN 72 20' COTTONWOOD 97 14' FIR 122 14' MAPLE 147 24' MAPLE 172 18' FIR ,,,�p,, 23 18" OAK 48 12' UNKNOWN 73 18' PINE 98 18" PIN OAK 123 16' UNKNOWN 148 30' MAPLE 173 22" FIR D4 EXISTING GAS VALVE Q`' 1 1,1 y9�iJ`'y\^yl 24 22" OAK 49 12' UNKNOWN 74 30' MAPLE 99 20' PIN OAK 124 DBL 18" PINE 149 16' ALDER 174 12' FIR Project EXISTING STREET SIGN 86 -253 8711 25 24' OAK 50 10' FIR 75 16" MAPLE 1DO 16' PIN OAK 125 16'OAK 150 20' ALDER 175 8' MAPLE TRIANGLE POINTE O EXISTING TREE f 1 /881 176 12' BIRCH 1= SW NTH I ! 177 20' PIN OAK I PARKWAY 1 - '' T I ! n8 18' PIN OAK I TIGARD, OR 97223 DOCUW 24.0 INGRESS-EGRESS 85 ' a o o EXCEPTION l 96102 EASEMENT ( i 11yT 179 16' CEDAR I o= ON ITEM NO. 10 ! l➢ 79 t 180 18' CEDAR 1 VACATED VARNES ST. EASEMENT C7 $ o 24" CULVERT 231 = 181 16' ALDER w= I.E. 213,0 83 ! - 24" CULVERT RETAINED FOR ANY EXISTING UTIUTIES r v,zF5 CA CREEK 82 ! I.E. 211.5 BOOK 1007, PAGE 125, 1-09-1975 Z 182 30" OAK CA CREEK w , 10' CULVERT EXCEPTION ITEM NO. 8 m 183 22' PIN OAK ,., I CONC. z % I.E. 214.0 1 1 12" CULVERT WALL a W - / I I f I.E. 213.3 cA am1 184 16' CHERRY I 185 12' CHERRY � 186 14' SWEETGUM 0 187 14' PIN OAK V• - - - 1 � `'Oy 186 16' PIN OAK 7 6 7... 130 v 22��2 1189 18' PIN OAK { 1� 190 24' MAPLE 3. -- - __ 1 ' 1 7 a 4 - z� ?/ �s 1 191 2-22', 16',12',10' MAPLE .•LIiR` _--- \ _ / 137 If 15 14 �. 1192 24' PIN OAK \?` "IJ -- ----- ----- �� / V• {�-22 Z1q ` 1193 18- PIN OAK �,, `. � ��`y---- V• '-- ---- ----- -- -- �\ 232 Q 1� ??9 G• 1 1194 18' FIR --- ----- ----- ... 149 \ 1 195 22' PIN OAK \\ 2 --- 1 3 196 16' FIR __ MACKENZIE 2018 5 �` / .�- ----'� ---- .233 O 56 13 i 2 �A 1 197 24' MAPLE © ALL RIGHTS RESERVED JCB � � /' D D 198 2D" MAPLE `� / t _ .� -- -- ____ ' S7 230 D i D '--" - \ THESE DRAWINGS ARE THE PROPERTY `r i r---- -- - _ �ti 0 '7` D 9 225 > '✓ Q ____ �'---• \ �`� 221 1 199 10" CEDAR OF MACKENZIE AND ARE NOT TO BE 6 23 `` ` i- -- ----• '��- -- / 1r 237 ^°` ry a , USED OR REPRODUCED IN ANY MANNER, 1 '2 ` N t___ _�J -__-- _= 4_9( - --.�,1 ((C ,��-= /J� `` \ ♦ ♦ \ \ \ ♦ ♦ ♦ 0 1 200 24" CEDAR WITHOUT PRIOR WRITTEN PERMISSION J \✓ ----! l J `�`7? , \ 1 201 18' MAPLE 8 210 27trJ- - ti __ - so ♦, sa 2i REVISIONS: I I 1202 18" MAPLE 9 ' ----- 481 --- ----' •---- k / _ / Q 203 22' MAPLE oQ 11 ---- ___ ---- , 2 9 - -- ---- - 18 ` 26 ' •� ,�y \ \ \ 1 1 1 1 10 2 xX 47 / 61 ?35 A �\ \ �♦ �� �� \\ �� J �\ �\ /\ �♦ �� % �♦ �` �` i 1 t i 1 i i 1 1 I 1 I 1 i 1 i i i f i I N� BENISONS REVISION DELTA ' ---- ' J� / \ �♦ ♦ \ \ \ ♦ /T ♦ ` %JJJ % n' N ^N' LNi ^� ww CLOSING DATE 1 ♦ \ \ ♦ \ ♦ \ \ ♦ ♦ �\ \ \ N N N A 3 `✓ �235� O�� `V 62 a ,� H RJ IN N ` "(\ Q N 1 IN PROGRESS 13 14O `♦ `` `` `♦ ``♦ `` `` `` ` `♦ �V` /� I T'7 l.- p 1 1 1 \ 1 1 1 I I 1 I I 1 1 1 1 1 11 I I 1 I 1 I I 1 1 I I I I I I 1 1 I 1 1 I I I 1 1 I I 1 `7 ♦ ♦ 1 1 1 1 \1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 I l l l l f l l l l l l l l l I 1 44`` ``` ``• ``♦ ``3``ti ♦ ♦``♦ ` ``` `\ ♦`♦ \ `. `. \ `♦ ` 11 ♦ 1 I I 1 u 1 I I I 1 I I I 1 I 1 I I I 1 I 1 I 1 I I 1 I 1 I I I 1 1 1 1 1 I 1 I I I I I I I N - ♦ ♦ `5 ♦\ ♦ `� ♦ ♦ 5 `` ♦� ` / I I I I 1 1 1 I I 1 1 1 1 1 I I 1 I 1 1 1 I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 I I I I I I 1 `70,\ V ♦ //�� ^ _ , I I 1 \ , 1 1 I 1 1 1 1 I 1 1 1 1 I , I 1 . 1 I I I \ 4 ���3` `/1 65 0 '�63 i/ t� _ 32 A.C. 1 237 __4 - 1 A '`^6 - 72 r 9 6 67 7 1 4 103 10 � 1 -230 225 1 ----------- VAUILT - GUARDRAIL 1 REGISTERED OGUNE OVERHEAD I FOSE1 PROFESSIONAL SIGN VAULT (I I �� TRANSFORMER- ( LAND SURVEYOR 1 VAULT DITCH INLETJ J WALL ` LIGHTPOST GRATE 234.65 BASE OF VAULT NOTE" W/5x5' CONC. BASE 12I.E. 229.15 JERSEY BARRIER ` SHEET TITLE: OREGON JULY 17, BI ELEVATIONS BASED INH WASHINGTON COUNTY BM #379, OSHD BRASS EXISTING CHRIS FISCHEHORN DISC ON OVERPASS OF HWY 217 OVER 1-5, S.W. CORNER (Z 614) 1944 ELEV. = 204.18 S T A T E H I G H W A Y 2 1 7 CONDITIONS RENEWAL DATE: 1/1/2018 I PLAN - NORTH NOR 1 H SYY REVISION BY APPROVED DATE DRAWN er uJrz SUBTITLE JHH 1-5-15 Doe RD.: Z T e c ENGINEERS Inc. TOPOGRAPHIC SURVEY Z3801-1 I c1lecic�D ccF �"o.` 23801-1 CHECENGRKED Civil - Structural - Surveying TME FOR: DEACON HE 1 -40 1 DRAWN BY: IcF1acI�D 3880 S.E. 8TH AVE., SUITE 280, PORTLAND, OR. 97202 - TRIANGLE POINTE Phone: (503) 235-8795 Fax: (503) 233-7889 Ti Email: ztec@ztecengineers.com CHECKED BY: - PLOT DATE: 3-28-16 ZTEC CAD FILE: Z3801-1.DWG SHEET: C1 ,1A JOB NO.2150559.00 SUBMITTED FOR PERMIT - NOVEMBER 211 2017 215055900\4-DRAWINGS\CIVIL\559-CI.IA.DWG BTS 03/12/18 09:01 1:50 I I I S 884341E Architecture ■ Interiors ' SIDEWALK I 11111 .0 Planning ■ Engineering + 1 mtoC 38.81 I N 5Mr E GO. I 18.4'PEDESIRUW t BICICLE EASEMENT 1 a 4298 DEED (1) t HELD �` ; tE K OF BEGINNING DOCUMENT N0. 2000005456 1 I EXCEPTION ITEM N0. 12 ■ EAg1EI1T ��� i Portland,OR 17.80 DEED (1)W34LElD \\ ' ryaC'�jCY �PAM �9�� I I ..o Ig3 I �„ PROPOSED MOSS-EGRESS EAS 503.224.9560 \rl��Iv qf F pp11d1 ►� AGI Vancouver,WA 0.5 DPOSED, LEANING EAST 1 I I 360.695.7879 \ 1 NOT HELD. N 5053'25 E 0.94 + Seattle,WA DOCIIENT N0. VACATED VARLES ST. g ; 0 . \ 2001-127748 EASEMENT RETS ANYE7951NGUTt11ES I I+1 I 206.749.9993 i \ 1007, PACE In I-WI975 EXCEPIKN It174 NO. 8 + _ W \ 24'NESS t7 EASEMENTI BIKE PA1HWmc nze.com 2 - , ; ; 1 E-P. DOCUMENT Na 9y81�o225z, ]y� 1'I + I I E--4 M AC K E N Z I E E M I 1 I EMl.I1F = NO. 14 v I +I I DESIGN DRIVEN I CLIENT FOCUSED A- MMV (355&487 ,� I I ®i I ; �' DOC R a 50.22' I 6' CLF Client �`^ i i 11r r ` ``• : DOCUMENT NO Aa 273719 (2778027 L = 31.13 31.1 W ! I I 1 [y \ v , 2001-127745 R a 100.00 ( DEAOON i<J~\ �0 qr A.C. \ 5 . 'ot L L IN 48.21' (48.23) CH a S 3348bY E (S 33444&E) :r 1 1 DEffl.O�T S+� / CH a N 54-AII E (N 5420'28' E) 30.81(30.88) �! I I I � (/] GROW o I / X �" c^ 47.74(47.78) T EGRESS = I f Ix DATA FROM `'lo FD. 5 IR MTH PER 25842 (TTP. 1 ` b / N DOgI�TAN ALLOW GAP , , , \ .. IN / > SCALE 1 = 50 EXC{p NO.,IM Q2258 i / \ \ ` \ `� ` \ r W-11 / �� 15 STORM St11ER EASEIETIT N0. ry e I ) I W OLSAN ST. N 0039'42'E 125 i \ `� ` 14 �` 1 �� 'S f E // // BOOK 1125, PAGE 193, 11-15.75 ! SIGN sun N `\�tN // l]ICEP110N ITEM 1KI. 9 0' 25' 50' 100'3/4 ELECTRIAL I I # SAND, OR 97232 A.C.aC' FD / _ . BRASS SCREW MIH C+, ♦ VAULT C.O. I I i BRASS WASHER STAMPED 00 1RANSFORIERSM CONS LTN0 (HELD) 00 I E 00PARKING AREA I I Project �� ` 13\ ` 1 i� i ♦ NO STRIPING ELECTRIAL 1 1 11l w1NGLE POINE VAULT I I. / 35.52' DEED (1) k(M) S N 00'0040'E 10.29' (M) f/ 3 SW 687117H N 00'00'00 E 10.29' DEED 1 N N I I ( ) POINT A I' �� PARKWAY A- 475117•(4255317 - ♦'=, 'a£ Q/ TWMI OR 97223 I /A.C. �\ \ `` 0. R a 70.01Y ` 10 , ` L IN (1J S 8855'39"E 144.04'(M) I I C CH a S 46'4149 W (S 4641'42'10 y 1 S 89'0235 E 14&10(M) S 883448'E 144.10 DEED 1 I 11 SLS EASEMENT i 1 \, `` 51.14' (51.2&) .f�'� ♦ 1 i i I I i S �gl`15 E f1&OS DEED (1) () -l- I7 B00K 867. PAGE 820. 5-18-1972 FD. 5/8'IR, O.U. i / `` % �� _� A C. N 4 ♦ �I I ' I i ' 14 I 1= I 1 1 1 f 1 E)(C�110N ITLDI N0. 7 N 281219' W 126& , / ® \� i i i i i 1 I i 1 1 1 i I '� POINT I \ A. A.C.A.c � ' I I I 1 1 1i' I l i i I l l i l i I rl `` �\ 7 A ♦ , y i ' A.C. F0. 5 4i 1i I1 1I I1 I1 i i i i i i i i i i i i i I i II Dl A.C.AIUNW CAP STAMPED 'O9 '4F. lSOUTH 00 OF DOCUMENT 1 102258 EASEMENT o I i i I 1 N 13WW E 0.54' BOX J i _ - -- --- -- -�-- TRANSFORMER 1 1 M`�•' i 2 '�p`�. '� 111 U i i » i �i i i i ' '• i i i i i i i i 1181 i i i i i i i �l1 85'4141 W 2 0 ROCK PLANTER `t I ' ' ' ' ' ' ' 1 ' ' ' ' I I \� CONCRETE 4-' r RAMP I i'7 RETAINING WALL I II k PAD FENCED PARKING 1 ' i +�{:` ! II (�N� 1 1 1 1 1 1 1 1 I FD. 5/B'OD NOT 1� - -- --- -- -- VACATED VARLES ST. EASEMENT � SPACES y a �' , 1 5 i I , 1 2 2 1 1 � ,�-,y 4 2G1y T RETAINED FOR ANY EXISTING UTILITIES \ `6y MOTOR(YCYIE lT•' :d :} �.7 , H 1 : 12 1 1 1 1 1 ®/ 13 ' --- n BOOK 1007. PAGE 125, 1-094975 � �i�y%� � PARKING �� � '• ��y� �` l �Z''-r' ` l vo` y A C. '' # 7 A.C. EXCEP110N ITELI N0. 8 V i i i i i �� 2 E, � { 7 ' ' / i'/ -- !X �' B- RETAINING WALL HC i SHELTER 3 0 9 9 3 0 A.C. / " R00( WALL ' r , 16 ' \ �O A0. TRANSFORMER r..: \: .t•ti ® / / © ALL RIGHTS RIGHTS RESERVED 1 `(J. \\ -�1 17 I 1 i "' �Y �`� •J' 33 �\ / // NO TRUCKS THESE DRAWINGS ARE THE PROPERTY , �• y d, '� / SIGN MACKENZIE AND ARE NOT TO BE �1 `g5yt < s OF / e ! \ , r �' ° RETAINING / USED OR REPRODUCED IN ANY MANNER, �� .j' GENERATOR WALL ?�� / I WITHOUT PRIOR WRITTEN PERMISSION 5 L70STING BUILDING AREA = 23,713 S0. FT. 11 Y ' / 1r Typ REVISIONS: Y\ BLDG. HT. = 725 '�� C.d�nC.0. / l I PE(Z to, �(g� z S / / '`S IJ.J�1T �'na REVISIONS REVISION DELTA C. • i l / e7,s g�18j5 5J THIS CLOSING DATE ?1 FIL 5/9 I.R. i F/1 ` BOLLARDS /�' "I " WINDOW MIL a / / o SHEET \ N 2171V E 0.81' '';' ,., 'Y \. '/ (TYP.) 3 � _ 1 IN PROGRESS 21 m A.C. DOQl1ENT N0. ROCKA.C.A.C.\ '" *40 7� 2005097537 \ PLANTER , , 1 00", N, Irlr a \_, /21.1- - i 21.2' n s'RETAINING WALT ` ';' '= `" ' M ♦ A= 061&00 . ` ^ -�/ - 17' ` \ r p ♦ \ R IN 1035.9& ��� 1it REGISTERED A.C. �' ♦ L a 11210 7 r 1 0' -7` �' PROFESSIONAL \ ' ' AC r��� ♦ \ CN - N 464434'w $ �O i I ii i ' ` ' �- ` D��� ' LAND SURVEYOR 1 SHEET TITLE: %, ', ♦ 11204 wry I I I I l i Y or CVI�+T1�G r . G/�h7 1 Nrt.7 CONCRETE OREGON C'ON�NS \ ` - ' LANDING i1�4 Y- i i 1(/)1 1 I ALY 17. 1YEi I PLAN - SO 1 fl ♦ SHELTER W/4.5' CLF "b� L i `u(�� I CHR1s 19Sµt F19oRN J \` F0. S/8'LR. 1 .• • H ---®-/ / RENEWAL DATE- 1/1/2016 � \ / \ S WW41r E 120 y / .3• ` ♦ 1 \ 4r� / FD. 3/4'LP., 0.8' BURIED ♦ >r N 34'451&E 0.92' DRAWN BY: - aT>t >tav> Iff ��m amI 1°""N at JF1H 626-151 V3278-1 I I' CCF I Z T e c ENGINEERS INC. SURVEY 01° M. V3276-1 CHECKED BY: - � SHEET: I 3737 S.E. 8TH AVE., PORTLAND, OR. 97202 Tis FOR: TRIANGLE POINT, LLC 801m. I I PHONE: (503) 235-8795 SITE ADDRESS: 13333 S. W. 68TH PARKWAY FAX: (503) 233-7889 EMAIL: ztecOztecenginsers.com TIGARD, OREGON 2 OF 2 C101B PLOT DATE: 7-1-15 ITEC CAD FILE: V3278-1.DWG JOB N0. 2150559.00 SUBMITTED FOR PERMIT - NOVEMBER 21, 2017 215055900\4-DRAWINGS\CIVIL\559-C1.18.DNG BTS 03/12/18 09:02 1:80 PAVEMENT LEGEND EXISTING PAVEMENT TO REMAIN / \ \ ACCESS ROAD PAVEMENT SECTION 3.5" OF AC PAVEMENT OVER 7" OF \ CRUSHED AGGREGATE BASE A `\ CAR PARKING PAVEMENT SECTION Architecture Interiors \ I 2.5" OF AC PAVEMENT OVER 7" OF Planning Engineering TAX LOT 105 \ \ CRUSHED AGGREGATE BASE \� \ ALTERNATE PAVEMENT SECTIONS: ACCESS ROADS - 3.5" OF AC PAVEMENT OVER 4" OF CRUSHED AGGREGATE BASE OVER 12" OF \� CEMENT AMENDED SUBGRADE Portland, OR� \ 503.224.9560 CAR PARKING - 2.5" OF AC PAVEMENT OVER 4" OF Vancouver,WA CRUSHED AGGREGATE BASE OVER 12" OF 360.695.7879 50' BUFFER -;Z�"` \ CEMENT AMENDED SUBGRADE Seattle,WA \ �� / t `\ / 3' OVERHANG INTO 206.749.9993 _ 50' BUFFER �� / � TAX LOT 102 \ \ ,Q • ���,. � � —� TOP OF SLOPE � /� r \ � S www.mcknze.com \ i \ >, LEGEND PROPERTY LINE _ _ MACKENZIE DESIGN DRIVEN 1 CLIENT FOCUSED I ° c It COMPACT PARKING STALL Client DEACON J O \ LOT LINE -- DEVELOPMENT CREEK CENTERLINE _----_.—_v_— 0ROUP °° °� o �X`e "• f \ TOP OF SLOPE 15' SETBACK ,�7/qQ, - - - - - - - - - - TAX LOT 2300 ~� _ 3' OVERHANG INTO sr My tE afs/ 901 NE CISAN ST. 4 y5' SETBACK �Nz'z� (Mj �\ 15' SETBACK SUITE 100 — — — — — PORTLAND, OR 97232 TOP brSCOPE to toc1183 / 10 3' OVERHANG INTO SETBACK • l., ROCK WALL 7t qit *+ \ Project CONCRETE VERTICAL CURB - - - TRIAWIL.E POIWE \ % j o ~ r ` ` \ -4i'q�021_ r 0 © \pFiASE 1 CONSTRUCTION LIMITS 13333 SW NTH PARKWAY TAX TAX LOT 103 .• TIGARD, OR 97223 SITE DATA NORTH LOT RAX LOT 2900) `'\ \ �% �° �!'P „a�z�\/ \ ..a:f• " PR IS FUTURE SITE AREA 118,372 SF \ ` - ;"� ` �� `(�� �1aG \��\ 0 FUTURE BUILDING FOOTPRINT 21,333 SF co ° \ '-'"«:�: a ad FUTURE GROSS BUILDING AREA 59,784 SF % ° ^ v �\\\° Q \\ ° ° \\° �• \ � .. \° co \ FUTURE RENTABLE BUILDING AREA 53,306 SF / i % �� ° ° ° ° . ° ° °1°�° ° \° 1/ \° LANDSCAPE AREA 38,124 SF (32.2%) SFW W. TAX LOT �y JEXPIRES: 12/31/19 SOUTH LOT RAX LOT 104) A y\ \ \ \ {� _ �\ '1r#': :E/ cn PROPOSED SITE AREA 261,945 SF \� 23,713 SF (FOOT'PRINT) jO y BUILDING FOOTPRINT 23,713 SF \ 4 ✓ . \ `\ \ \ e -` MACKENZIE SER 10778 � �5 ���� / p © ALL RIGHTS RESERVED W �` THESE DRAWINGS ARE THE PROPERTY GROSS BUILDING AREA 104,778 SF (5 LEVELS) \�\ \ \ \� \• ::_•. p j OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, LANDSCAPE AREA 72,010 SF (27.5%) \ n \a�`� \� o N WITHOUT PRIOR WRITTEN PERMISSION OC2.0 OVERALL SITE PLAN > " '.1 ; ; ; ; ; , , ; REVISIONS: AIR I UOZ GROSS SITE AREA 380,317 SF 60 0 30 60 120 240 \ '_� 1 i i ; 0 Na REVISIONS REVISION DELTA ¢o THIS CLOSING DATE I l 1 I SHEET 1 1 X IN PROGRESS ( IN FEET PARKING DATA t .non - 60 ft. EXIBTNO M 2300 +TL 104) I STANDARD/COMPACT 546 SPACES GENERAL NOTES ACCESSIBLE 11 SPACES 1. ALL WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF THE CITY OF TIGARD, CLEAN WATER SERVICES (CWS), AND THE CURRENT AMERICAN PUBLIC WORKS ASSOCIATION STANDARDS FOR PUBLIC WORKS TOTAL 557 SPACES CONSTRUCTION. 2. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE, SECTION, SHEET TITLE: PROPOSM TL 2300 TL 104 JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING, PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH JURISDICTION, BEFORE BEGINNING CONSTRUCTION. OVERALL STANDARD (9'X18.5' OR 9'X15.5' W/3' OVERHANG) 102 54 SPACES CONTRACTOR TO NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. SITE PLAN EXISTING RE-STRIPED 0 44 SPACES 3. EFFECTIVE EROSION PREVENTION AND SEDIMENT CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED TO MEET CITY OF TIGARD AND CLEAN WATER SERVICES REQUIREMENTS. THE GOVERNING JURISDICTION EXISTING TO REMAIN 0 92 SPACES MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. TOTAL 102 190 SPACES 4. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE ROUTED SO THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING SYSTEM ARE NOT ADVERSELY IMPACTED. THE GOVERNING JURISDICTION MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. COMPACT (8'X16.5' OR 8'X13.5' W/3' OVERHANG) 104 53 SPACES 5. CONTRACTOR SHALL ADJUST ALL STRUCTURES IMPACTED BY CONSTRUCTION IMPROVEMENTS TO NEW FINISH GRADES. EXISTING RE-STRIPED 0 66 SPACES 6. EXCAVATION: EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS TO SIZES AND LEVELS SHOWN OR REQUIRED. ALLOW FOR FORM CLEARANCE AND FOR PROPER COMPACTION OF REQUIRED BACKFILLING MATERIAL. EXCAVATORS MUST DRAWN BY: BTS EXISTING TO REMAIN 0 64 SPACES COMPLY WITH O.R.S. 757.541 THROUGH 757.571;EXCAVATOR(S) SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS SEVENTY-TWO (72) HOURS (MINIMUM) PRIOR TO START OF WORK. DAMAGE TO UTILITIES SHALL BE CORRECTED AT TOTAL 104 183 SPACES THE CONTRACTOR'S EXPENSE. (ONE CALL LOCATE UTILITY NOTIFICATION CENTER - PORTLAND METRO AREA 246-6699, OREGON 696-4848, ALL OTHER AREAS 1-800-332-2344). CHECKED BY: TWM QACCESSIBLE 7 0 SPACES 7• WHERE CONNECTING TO AN EXISTING PIPE, AND PRIOR TO ORDERING MATERIALS, THE CONTRACTOR SHALL EXPOSE THE END OF THE EXISTING PIPE VERIFY THE LOCATION, SIZE, AND ELEVATION. NOTIFY ENGINEER OF ANY DISCREPANCIES. SHEET: t E TI — R D A S 8. REQUEST BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY THE ENGINEER. EXISTING TO REMAIN 0 8 SPACES TOTAL 7 8 SPACES2 CURB RADII NOTE ,0 TOTAL 213 381 SPACES t (3.6/1,000) ALL CURB RADII ARE 3.0' UNLESS OTHERWISE NOTED JOB 000. REVISED - MARCH 9, 2018 2150559'00 I SUBMITTED FOR PERMIT - NOVEMBER 21, 2017 215055900\4-DRAWINGS\CML\559-C2.0.DWG BTS 03/07/18 08:58 1:60 SON mm S' i LEGEND ' PROPERTY LINE - - SPOT GRADE 22�� EXISTING CONTOUR - I TOP OF WALL GRADE 225.00 TW "�` PROPOSED 1-FT CONTOUR 236 t*1 PROPOSED 5-FT CONTOUR 236 BOTTOM OF WALL GRADE BW Architecture Interiors ' TOP OF SLOPE - - - - - - - - - - - Planning Engineering TOP OF CURB GRADE 225.00 TC 15' SETBACK 1 ' I 3' ALLOWED ENCROACHMENT - - - - - - PAVEMENT GRADE 5. 0 AC TREE PROTECTION FENCING - - - - _ Portland, OR ' RIM GRADE 225 00 RIM 503.224.9560 -CONSTRUCTION PHASE LINE Vancouver, WA / \ - - ----- -. -- - \ ' /' EXISTING TREE TO REMAIN 360.695.7879 Seattle, WA • t -� 206.749,99933 www.mcknze.com TOP OF SLOPE MACKENZIE 3' ALLOWED DESIGN DRIVEN 1 CLIENT FOCUSED ENCROACHMENT �^ SEE DE7AL 2/C22C / r Client CON //J DEEAELO ����� �� `_--�_'�1 /%�� ,•\ _\ �' -`. 1 111 T -.....\ -���\`"`C-'�� \ \.\ GROUP 4, _- 7 901 NE OlJS AN ST. SUITE 100 \ 33.35 RIM 0 BUFFER �'\ " 23� �-�� �� 0� _ ------- I'm PORTLAND, OR 97232 - - - - -y� - -aw- ij�:T \ ' �_� �� �'- \\ I ; 1-_ r.,i�,..r• -. •',. . � • -;:226-. •.-f....•yy .� .-.�:: �`.r�l'"• t,.�. .,�. • v .. .. L.1.' ^e-�7.• -►• _ M 'ti` `VTC- - 226 • .. ` .. . .:.,: •- ]��\ - \ .. �� ALLOWED \ �_ --\ Project 3 --\ TRIANGLE POINTE \ - - .� r � ENCR9ACHME \\\ � --� EXISTING 8" D.I. -� `� - - . �, gL ` �� \\�\ - \ - _� �_-� 6j�' WATERLINE (TVWD) X233 - 1�L war 1 SETEI �\--- _� 13333 SW 68TH • \` � \ � � PARKWAY / = - 5% \ ► o�� = _ : TIGARD, OR 97223 s 232 ` r --� .] RIM ... ;a r. i A -� 23.00 TW VO°1 235.10 RIM AC �', s - V ?fir \ Ad. 0.50 RIM \? �. v ?c, �.11 . ." . � III I i ' 4. TW •1 _ = 1-.-WALL BW - 33 „ - ? �.r- _ A Bw - 9 TC ��,° 233-1 'Loi �L; �� ° _67_ AC 2� 05 RIM">r ` L, w' -`�-1. 36.4 AC AC o� \ /( TC5 = - - w .- _ - PR N - - -. .- _...... - - _..�..�-_ LO o2.5% TC RIM O ° C ' \ � 232.45 AC p•• 2 7.7 RIM 'h� ' 227.57 TCS'? 235.05 AC / RIM TC AC G ~..� �� w ; 2 5.4 AC A ,;I z,n I 1 j h � �AC 4 TC 1 c� \ 7 03 TC °le 23 \ \ �., 70 RIM 6.5 Ad, O �S -� f 0 / RIM .9 AC �, � �f\ 'y� T _ W W. �- I XPIRES 12/31/191 / 22g 228 1 2 3. AC RI E 34 TC 0.69 �- 231 ' �AC `� I 70.59 - 7-- - �� • i 3 65 AC 0 _ 23 Q 2% - - I � 7 T 0.59 36. ° MACKENZIE 2018 Ln O S > © ALL RIGHTS RESERVED 2.5� N � TC 6 TC 4.25 TC 2.576 234 N `� 233.31 AC -�• ,N�� C 6.00 RIM 2 5.7 AC RIM AC v THESE DRAWINGS ARE THE PROPERTY I � N cy 227.42 C ? OF MACKENZIE AND ARE NOT TO BE L4 I USED OR REPRODUCED IN ANY MANNER, N lil AC 2;4 I ` ?�? ?E�j �° 2�9 ??6 s ��Q f\ WITHOUT PRIOR WRITTEN PERMISSION ` I O > 2351 TC v's �I O� �� \ \ REVISIONS: 237 - 4.77 AC �d \ z - - � � 2 AC 236.87 TC 5.10 TC \ ina REVISIONS REVISION DELTA - �._ ¢o THIS CLOSING DATE AC 234.60 AC 235.67 TC -- _ -- -- 237 �' - - - - SHEET 35.17 AC 35.10 T -/ - - �L - - ._ - - - � ,7► -.4 4.6 AC 5.04 TC -- - - - - !! 1 IN PROGRESS 35.18 TC 233.86 TC TC 30.83 TC T(t 'rC 227. TC TC _ 4.54 AC p # / / t.7 I 235.35 TC _ AC cZ TC AC 3 36 AC 23 .0 AC / 2 0. AC 2 AL' 227.45 AC 225.20 AC _ - _ AC -- BMW Vcm HIGHWAY 217 GRADING PLAN0 2D NORTH 3D 2 6SHEET TITLE: GRADING PLAN - ( M FEET ) NORTH H I inch = 30 ft. GRADING NOTES 1. ROUGH GRADING: BRING ALL FINISH GRADES TO APPROXIMATE LEVELS INDICATED. WHERE GRADES ARE NOT OTHERWISE INDICATED, FINISH 4. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT GRADES ARE TO BE THE SAME AS ADJACENT SIDEWALKS, CURBS, OR THE OBVIOUS GRADE OF ADJACENT STRUCTURE. GRADE TO UNIFORM ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING SYSTEM ARE NOT ADVERSELY IMPACTED. THE GOVERNING JURISDICTION LEVELS OR SLOPES BETWEEN POINTS WHERE GRADES ARE GIVEN. ROUND OFF SURFACES, AVOID ABRUPT CHANGES IN LEVELS. ROUGH GRADE MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. TO ALLOW FOR DEPTH OF CONCRETE SLABS, WALKS, AND THEIR BASE COURSES. GRADE FOR PAVED DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIED HEREIN, AND PROVIDE FOR SURFACE DRAINAGE AS SHOWN, ALLOWING FOR THICKNESS OF SURFACING MATERIAL. 5. SITE TOPSOIL SHALL BE STOCKPILED DURING CONSTRUCTION AND USED FOR LANDSCAPING. FINISH GRADING: AT COMPLETION OF JOB AND AFTER BACKFILLING BY OTHER CRAFTS HAS BEEN COMPLETED, REFILL AND COMPACT AREAS DRAWN BY: BTS WHICH HAVE SETTLED OR ERODED TO BRING TO FINAL GRADES. GRADING TOLERANCES: 6. THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS BASED ON A SURVEY BY ZTEC ENGINEERS INC., AND IS ROUGH GRADE AT PAVED OR LANDSCAPED AREAS: ±0.1 FT. SHOWN FOR REFERENCE ONLY. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS WITH HIS OWN RESOURCES PRIOR TO START OF ANY CHECKED BY: TWM FINISH GRADE PRIOR TO PLACING FINAL SURFACING: ±0.03 FT. CONSTRUCTION. SHEET: 2. EXCAVATION: EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS TO SIZES AND LEVELS SHOWN OR REQUIRED. ALLOW FOR FORM 7. CONTRACTOR TO COORDINATE GRADES AT ENTRANCE WITH ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION. CLEARANCE AND FOR PROPER COMPACTION OF REQUIRED BACKFILLING MATERIAL. EXCAVATOR(S) MUST COMPLY WITH O.R.S. 757.541 THROUGH C2 .2A 757.571; EXCAVATOR(S) SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS 72 HOURS (MINIMUM) PRIOR TO START OF WORK. 8. 2% MAXIMUM SLOPE AT ALL ADA-COMPLIANT PARKING SPACES AND LOADING ZONES. DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. 9. 5% MAX SLOPE (EXCLUDING RAMPS) AT PEDESTRIAN SIDEWALK CONNECTIONS BETWEEN PUBLIC R.O.W. AND BUILDING ENTRANCES. 3. EFFECTIVE EROSION PREVENTION AND SEDIMENT CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE CITY OF TIGARD AND CLEAN WATER SERVICES REQUIREMENTS. THE GOVERNING JURISDICTION MAY, AT ANY TIME, ORDER 10. WHERE SLOPES ARE STEEPER THAN 3: 1, CONTRACTOR SHALL INSTALL JUTE MATTING. SLOPE SHALL BE PREPARED TO ENSURE COMPLETE AND CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. DIRECT CONTACT OF MATTING WITH SOIL. FOLLOW MANUFACTURER'S RECOMMENDATIONS. JOB NO.2150559.00 SUBMITTED FOR PERMIT - NOVEMBER 21, 2017 215055900\4-DRAWINGS\CIVIL\559-C2.2A.DWG BTS 03/07/18 08:34 1:30 N LEGEND IN PROPERTY LINE - - CB EXISTING CONTOUR 236 Architecture Interiors IM 210.05 / PROPOSED 1-FT CONTOUR 23C Planning Engineering I. . IN (S) 207.35 I.E. OUT (W) 207.25 \fir \� PROPOSED 5-FT CONTOUR 230 :::. \ ::::::. TOPOF SLOPE - - - - - - - - - - - - ST MH / 15' SETBACK Portland, OR RIM 212.93 / 503.224.9560 W) 206.83 CB Q 3' ALLOWED ENCROACHMENT - - - - - - Vancouver, WA LE. OUT N) 206.63 / RIM 08.44 TREE PROTECTION FENCING 360.695.7879 I.E. OUT (N Seattle, WA UNABLE TO OCA / SAW-CUT LINE ____ 206.749.9993 www.mcknze.com UTLET SPOT GRADE 225.00 r'o MACKENZIE • 2OV \ O..f. 01 TOP OF WALL GRADE TW OE51GN DRIVEN I CLIENT FOCUSED Client 208 BOTTOM OF WALL GRADE 225.00 BW DEACON DEVELOPMENT GROUP TOP OF CURB GRADE 5.00 TC PAVEMENT GRADE 25.00 AC 901 NE GLISAN HT. WI TE 100 0 PORTLAND, OR 97232 M 215.13 / o �� RIM GRADE 5.00 RIM "I.E. IN (S) 212.03 / I.E. OUT (E) 211.9EXISTING TREE TO REMAIN Project 3 / e' morn TRIANGLE POINTE / 13333 SW 68TH CO ILO PARKWAY ------ / :::4 `�° GRADING NOTES TIGARD, OR 97223 . . ' ,� . � .•�. �.: RIM 210.28 °� ti O SEE SHEET C2.2A qr _ Co RIM 210.19 r 00 •a j i RI 215.57 NNIo. ° Y. PAq c OUT (N) 2.8 los 207 ' � \�,� ♦• •i� . i;. vj IF J 2 EXISTING BUILDING 1EXPIR ES: 12/31/191 Ile M DerA<vc2.2D r • ~ /'t'' 11 MACKENZIE 2018 © ALL RIGHTS RESERVED ,(� r THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND NOT TO BE USED OR REPRODUCED A NE ANY MANNER, �~ "" • WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: �, ,LV Z ' . `\ • i3`":.:•..::. 5a THIS CLOSING DATE • • / REVISIONS REVISION DELTA 6 219 • '..f \ �`\` :\ �\ .` / r- ; - •, le......:::. ¢wo SHEET IN 1 1 IN PROGRESS EXISTING 8" D.I. �• ?, ' Mr, _ .' 22p \ NE (I V11V(yS 1 _�/ t. \JJ 21. 0 L; 3/ ' _MA . •. ` ` `` ` �`\ . .f 1 1 i 12 1 1\ 1 1 It !"� OCp r _ . � ✓ 1 1 1 1 \ � J � f O 220 i.. :, 221 .i ' •.� i • .^ S :s �� `\ � 1\ 1 11 11 1 � � '1 '1 , 1 i v �1 . . _•,. -t / SHEET TITLE: RI I GRADING PLAN - N '�• • ' '��� � I. 1 1 i 1 1 1 11 ' 15 ry' 11 1 11 i \ 1 i2 ' SOUTH H TC I 89 AC DITCH INLET N RIM 204.03 - - - I.E. OUT (S) S 226 225 23.34 TC TC ' ' DRAWN BY: BTS 22.84 AC TW 221.30 AC 223.00 BW 222.50 TW B 4.50 TW BW .08 TC SEE CHECKED BY: TWM DETAL 2/022D /' 1' WALL 4 223.50 BW HIGHWAY 217 21.5 AC SHEET: � 08'1 1 GRADING PLAN - SOUTH " / C2 ,2B 2.2 30 0 15 30 60 120 ( IN FEET ) JOB N0.2150559.00 1 inch = 30 ft. SUBMITTED FOR PERMIT - NOVEMBER 21, 2017 215055900\4_DRAWINGS\CML\559-C2.28.DWG BTS 03/07/18 08:35 1:30 KEYNOTES 111 ------ -- 1. CONCRETE VERTICAL CURB PER DETAIL 1/C8.0 9. CURB RAMP Ir 2. 10' WIDE PEDESTRIAN PATHWAY PER DETAIL 10. TWO-WAY SHARROW BIKE LANE MARKING 5/C8.0 - - - \ Architecture Interiors 11. SAW-CUT AC 3. 4" WIDE WHITE PARKING STRIPE 10 Planning Engineering 12. EDGE OF EXISTING AC (NO CURB) I 4. TABLED PEDESTRIAN CROSSING PER 1/C8.1 I 1 13. EDGE OF PAVEMENT (NO CURB) �� I 11 3' i 5. LANDSCAPE AREA PER LANDSCAPE PLANS 14. VERIFY SAW-CUT LOCATION REQUIRED TO I $3' - - - - �- - _ 12 11 _ 6. MATCH EXISTING CURB GIVE A MAXIMUM 4.0% SLOPE OF NEW AC 10 I 11 v - t - �- Portland, OR 1 _ - 1 1 O 503.224.9560 7. EXISTING CURB TO REMAIN I I 1 \ 1v Vancouver, WA 1 11 8. EXISTING AC TO REMAIN I 3 360.695.7879 1 1 2 \ Seattle, WA 8 2�AC 206.749.9993 [QSH www.mcknze.com it D 1 t 1 1 MACKENZIE 1 6 1 1 // / DESIGN DRIVEN i CLIENT FOCUSED 2 1 1 I i 21 4, { Client 1 DEA - 7 3.s' DEVELOPMENT 20.00 TC 219.70 TC 110.j.50- . AC 19.20 ACS - 3 EXIST. MATCH* _ ---� t 1 � 901 NE OLSAN ST. SUITE 100 2 - PORTLAND, OR 97232 GRADING ENLARGEMENT GRADING ENLARGEMENT 13 TRANSITION TO EXISTING 4 SOUTH PARKING RECONFIGURATION ° , 22 SCALE: 1"=10' , 22 SCALE: 1"=10' Project 2 END / O 13333 W 68TH TRIANGLE N� \ 5 11 BEGIN ,50� PARKWAY \ v TIGARD, OR 97223 11 r �� \ ? + D 16" WESTERN RED CEDAR10 1 ° \ 1.6 A �3 231: It 1. , PA I sit 12" FIR AC D - I ?� 0 n Od° ' -- - - TC 31.87 ; h AC 'A . ts.�dC � 12 ° d a . v ° �J� -_- aFW W. c a U� p JEXPIRES: 12/31/191 O 13 N 14 MACKENZIE 231. TC _ RIGHTS RESER / y _ © VED 31. AC 1 14" FIR 4 ° D THESE DRAWINGSARETHEPROPERTY MATC1 1D j ���' OF MACKENZIE AND ARE NOT TO BE EXIST EXISTING ° 11 ` USED OR REPRODUCED IN ANY MANNER, CONCRETE WITHOUT PRIOR WRITTEN PERMISSION AC PAD " D REVISIONS: EXISTING 232.05 ° °� REVISIONS REVISION DELTA 30.55 A CI MECHANICAL 1. 0 AC / D -» THIS CLOSING DATE ° �1 SHEET 11 2 END 1 EQUIPMENT 0� p D `232 ,, v 1 IN PROGRESS 45 BEGIN °N 1 ° 14 CA , � D N 11 BEGIN 5 AC -- 2 END D \ 11 \ j 29.85 AC o- 8.51 i \ 3' I 23) �/ SHEET TITLE: �r \ c 1 D 14" AL.DEa- -"" ----- ENLARGED 3 TC \ PLANS 13 I 10 N AC ° \ / I N 2 PHASE 1 / 2 31. TC 12 30.75 AC MATCH EXIST. 11 END / , li DRAWN BY: BTS CHECKED BY: TWM GRADING ENLARGEMENT GRADING ENLARGEMENT GRADING ENLARGEMENT SHEET: 1 PHASING TRANSITION , 2 SIDEWALK CONNECTION , 5 TABLED CROSSING - NORTH 22 SCALE: 1"=10' 2,2 SCALE: 1"=10' 2 2 SCALE: 1"=10' C2 .2C .NOTE: VERIFY ALL EXISTING GRADES AND FEATURES PRIOR JOB NO. 2150C .00 TO CONSTRUCTION SUBMITTED FOR PERMIT - NOVEMBER 21, 2017 .J.l 215055900\4-DRAMNGS\CML\559-C22C.DWG BTS 03/07/18 08:36 1:10 KEYNOTES 1. PEDESTRIAN PATHWAY 7. EDGE OF PAVEMENT 13. CONTRACTOR TO Architecture In Interiors PER DETAIL 8/C8.0 (NO CURB) VERIFY/ENSURE THAT ALL AREAS HAVE Planning ■ Engineering 4 RECONSTRU,Cr-MANHOLE TO' \\, �\ \�` ��/ 11 2. VERTICAL CURB PER 8. CURB RAMP PER POSITIVE DRAINAGE ROTATE RIM OUT OF PATH ` ` \ i , DETAIL 1/C8.0 DETAIL 14. NEW AC SECTION AND ADJUST TO PROPOSED ` ` 1 3. LANDSCAPE AREA PER 9. REGIONAL TRAIL SIGN GRADES \\ \��/ LANDSCAPE PLANS PER DETAIL 2/C8.0 15. 4" WIDE WHITE 3 BL CK Pte. PARKING STRIPE Portland, OR 4. EXISTING AC TO 10. REMOVE EXISTING AC i 503.224.9560 �, , REMAIN 16. TABLED PEDESTRIAN .1 211.0 AC , \ ` , 11. EXTRUDED CURB PER / Vancouver, WA l • 6 i 1 CROSSING PER 1 C8.1 O z 2 / / 360.695.7879 �Q�QQ , 11.45 \ 9 5. SAW-CUT AC DETAIL 7/C8.0 tv o00 211• \ ` ` �� _.__- 6. CURB STOP PER DETAIL 17. MATCH EXISTING CURB Seattle WA Q 211. tAC op�oo a a \ 12. REMOVE EXISTING CURB 206.749 9993 Aon --- o ' o MATCH . , 8/C8.0 www.mcknze.com 00 <gU . N. I, D MACKENZIE 15 D C N e D n ED 7.3� co D D D 1 CD N 7 4• ' pE51GM DRIVEN 1 CLIENT FOCUSED - - - D • .C C /MATCH Client DEACON DEVELOPLEW 21 .01MIN. GROUP s 0 901♦ �N SUITE 100 GLISAN 3T. 00 00. PORTLAND, OR 97232 0 N 4 Project --_ ; TRIANGLE POINTE 0 13333 SW 68TH PARKWAY GRADING ENLARGEMENT TIGARD, OR 97223 1 ODOT CONNECTION SCALE: 1"=10' po EXIST. 17 / 5 MATCH D 0.30 p D ] 0 \\\ W W. 0J D20 15 TYP. 17 ME \\\ EXPIRES: 12/31/19 \ 4 MACKENZIE 2018 ALL RIGHTS RESERVED 220.15 .70 A CURB \\ D . THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE 220.52 RI \ USED OR REPRODUCED IN ANY MANNER, FLUSH \\ � WITHOUT PRIOR WRITTEN PERMISSION 15 TYP. p' REVISIONS: \ o \ 0 1.03 \ ] `� `` U5Q REVISIONS REVISION DELTA 3 \\ D _ 7 S� THISSHEET CLOSING DATE V `�` it o ° 226 \\ 14 17 0.10 TC 1 X IN PROGRESS �� _ �° ° a. a •J \ - 219.60 AC AC \\ ` ON, _ - \ IVY � MATCH* ` 2 8 15 TYP. co A .71 d � 5 17 \� � s FLUSH 1 0 d 1.09e �� 221 d o p . . 1 \ 2 a c Dp p SHEET TITLE: a ° 1 D D O D p D D C ENLARGED 00 _ .D 0.3_ D D- - - _ - oD PLANS AC - - - - - - 4- 1.0 - - - 0.85 v - 1.0% 2 20. _ PHASE 1 8 1.04 TC 1 219. AC h 221.11 C 21.4 A 220.54 AC FLUSH 22 0 0.6 TC TO MATCH SW 4 TC 19.92 AC 221.17 C 1. AC 220.34 AC 22p� 222---__ 22 1.1 AC DRAWN BY: BTS GRADING ENLARGEMENT CHECKED BY: TWM 2 TABLED CROSSING - SOUTH SHEET: 2.2 SCALE: 1"=10' C2.2D NOTE: VERIFY ALL EXISTING GRADES AND FEATURES PRIOR JOB NO.2150559.00 TO CONSTRUCTION REVISED MARCH 2018 SUBMITTED FOR PERMITNOVEMBER 21'2017 215055900\4-DRAWINGS\CML\559-C2.2D.DWG BTS 03/07/18 08:45 1:10 �8 8' P.U.E. / - t Architecture Interiors i FEXIS_nNGOFFICE BUILDING i r I Planning Engineering 23� 1 I 3' ENCROACHMENT INTO BUFFER 50' BUFFER Portland,OR 503.224.9560 Vancouver,WA 360.695.7879 Seattle,WA 206.749.9993 EXISTING 15 STORM DRAIN OUTFALL EXISTING STORM DRAIN OUTFALL www.mcknzecom (FROM AS-BUILT PLANS - (FROM CH2M PLANS - NOT 231 EXISTING SS MH - RIM=229.50 �-"- MACKENZIE. NOT VERIFIED BY SURVEY) VERIFIED BY SURVEY) -IE(8"E)=225.46 (FROM CITY AS-BUILTS) CONNECT TO EXISTING PIPE _�__ IE(15")=226.0 8' CSP STUB TO WEST DESIGN DRIVEN 1 CLIENT FOCUSED VERIFY PRIOR TO CONSTRUCTION EXISTING STORM DRAIN OUTFALL �. %�'� Client NCIES '-- (FRO H2M PLANS - NOT / \'� EXISTING STORM DRAIN OUTFALL N0 ENGINEEROFANY DISCREPANCIES DEACON --------- VERID BY SURVEY) - _ (FROM AS-BUILT PLANS - DENS-OPWENT RIM=233.35 ----�; ) " { • ---� - NOT VERIFIED BY SURVEY) PROPOSED 15 TVWD �� - \._ \- "- -` _ IE(6")=231.35 L II, I� �E(12")_218.41 ( ERIFY) " WATERLINE EASEMENT _ I'll 2p2 8 0 3.8% � \ \\� �_ _. . \ 901 NE (USAN 3T. _ 6" 3034 PVC .® 2.0% � , - 15 SETBACK "`, j IE(8")=231 - _ _ /� \ 2 SUITE 100 8" 0 3.8% - \ \ "-'�� ��p� TING STORM DRAIN OUTFALL PORTLAND, OR 97232 5" ® 0.35% 3' ENCROACHMENT p ( O�JF�AS-BUILT PLANS - / / 231 INTOIn -,.,..: -. :vr� ..r,W •.y ..-.a.�r:tom.�•�., SETBAC1 0 VERIFIED BY SURVEY 12" ® .0% I 2 210.78 (VERIFY) n ® 0 60� 7 EXISTING 8" D.I. ) `h \ � Project , CB . •` : w ANE_ -TVWD R =227.05 )=224.9$ PROP 1 ® 2.0% TRIANGLE POINTE >� *)=224 WATERLI E EASE IFY -�_ I R _ - ROOF DRAIN STUB X233 �� �- �� IE(8 )=225.05 Q )=224.90��� �? �- X3333 68TH IE(8")=232.00 •. ? PARKWAY�_; EXISTING 8 , �- • ? EXIST�N� SD ��- _ 15' PROPOS TORM-STORM - ¢ 2 rWATERLINE (TVWD) �3� '� r d 1;• . 6R4SSOVER EASEMEhI IE(12")=213.40 I R 97223 ( 15" ® 1.0 RIM=233.20 r . i _.` ' .•'.:...I '. .. ., >r, L`- (NOT VERIFI 1 I 5 IE(8")=231,20 - �� BY SUR ---_ 6" SANITARY SEWER " „ / IE(6")=231.07 PLUG END AND MARK --s- `���_ �_ <' c -� ' CB / �- 5 LF 6 ® I1.0 E(8")=230.99 IE(6")=227 26 `� ? `'�� �`�o `'?y ?dam �,T R11 I= 6 ' \ - \ ��� 6 )_2 5.2IE(6m) j ?.- -- RIM=235.10 M. I U N)_ *r =219.15 - L ..- / �✓� PR IE(6")=233.10 �+ )=2L07 U C, ROOF DRAIN STUB tu u 7 ( �2� r ..\\ • PNMT-- 4� CB IE(8 )=232.00 / )11 8 2.99: � -?e-: _ ROOF DRAIN STUB / IE(8")=232.00 ` RIM=233.20 RIM=227.7 I/�6' O 6% I 26 6" ® 3.0% �� \?` WW O / IE(6 ')-231.20 \ 1 \ 1 6")=225.70 ' �'� �� A 6 -0._ 8 LU - / 23^ �Q 0 6.3% S 6" ® 6.9 D - _1 W FW W. 0%7 )`V _ 231 MS230. IE(6")=22 Z 8 ® 1.0% IE(8-)= ??9 2?B I � (EXPIRES: 12/31/191 N I " 0 �. J - - _ _ IE(6 228.50 �i - - IE(6"�- - - V M IE(8p)=229.42 IE(6")=230.1 238 Q i 1 I OB CB `' 2 © ALL+RIGHTS RESERVED ACKENZIE 2018 N IE(10 )=229.33 2 IE 8" =230.0 IE 12" =229.25 34 ( o� � THESE DRAWINGS ARE THE PROPERTY ( ) IE(10')=230.01 O CB ^, cv RI X6.0 0_ R =224.0 (, OF MACKENZIE AND ARE NOT TO BE / CA "� cV RIM=228.70 ;E(6")= 4.0 IE(6" 22.0 I RIM-222.30 USED OR REPRODUCED IN ANY MANNER. 31.12 (6N)=226.70 �(6■):220.30 N � p . 2 WITHOUT PRIOR WRITTEN PERMISSION Iv' c' / ' O � ? � ` IE(8 )-2 03 CB -._ REVISIONS: 237 236RIM= 33.20 I _ &\ 2a REVISIONS REVISION DELTA IE(12 228.40 - _ IE(6 )=231.20 - ww STHIS HEET CLOSING DATE (2) RUNS F 83 LF 60"CMP _ __ - _ _ _ •.__ _ _ DETENTION ,PIPE ® 0.0% v�" - - - - _ - - - - - - -" 1 X IN PROGRESS 23U - IE(60")=228.40 ❑ ❑ / - PER DETAIL 7/C8.1 > \• , _ - - - Sim HIGHWAY 217 UTILITY KEYNOTES 1. EXISTING UTILITY POLE i UTILITY PLAN-NORTH TO BE RELOCATED 4. WATER QUALITY MH #3 (CONTECH FILTER) 2.3 30 0 15 30 60 120 2. WATER QUALITY MH#1 *CONNECTION POINT TO (CONTECH FILTER) EXISTING PIPE SHEET TITLE: PER DETAILS 1/C8.2 AND PER DETAILS 1/C8.2 AND LMLITY PLAN - ( IN FEET ) 3/C8.2 3/C8.2 NORTH 1 inch = 30 ft- RIM=234.80 RIM=221.40 IE(8",36"IN)=228.01 IE(8"IN)=216.34 UTILITY NOTES LEGEND IE(15"OUT)=226.21 IE(12"OUT)=214.04 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD, CLEAN WATER SERVICES, AND THE CURRENT EDITION OF THE UNIFORM PLUMBING CODE. ALL EXISTING PROPOSED 3. WATER QUALITY MH #2 5. 60" CONTROL MANHOLE WORK WITHIN THE PUBLIC R.O.W. REQUIRES A PUBLIC WORKS PERMIT. (CONTECH FILTER) PER DETAIL 8/C8.1 PROPERTY LINE - - CONNECTION POINT TO RIM=235.55 2. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE PROVIDED. EXISTING PIPE IE(15"IN,OUT)=228.35 THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. ALL LOCATIONS FOR WORK SHALL BE 1-FT CONTOUR 236 230 PER DETAILS 1/C8.2 AND CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF 3/C8.2 DRAWN BY: BTS EXCAVATION SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING, PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH 5-FT CONTOUR 235 235 RIM=227.50 JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. IE(12"IN)=224.71 CHECKED BY: TWM CATCH BASIN CB❑ ® IE(12"OUT)=222.91 ' 3. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING CODE CHAPTER 7, SECTIONS 707 AND 719, AND CHAPTER 11, SECTION 1101.12. NOTE: NOT ALL SHEET: REQUIRED CLEANOUTS ARE SHOWN ON THE PLANS. STORM LINE - - _21w - - - - - - *CONNECTION INVERT NOT VERIFIED BY SURVEY. CONTRACTOR TO - - C2,3A 4. ALL STORM PIPING IS SIZED FOR A MANNING'S "N" VALUE = 0.013. ALL STORM PIPING IS DESIGNED USING CONCENTRIC PIPE TO PIPE AND WYE FITTINGS, UNLESS SANITARY SEWER LINE -sw VERIFY PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANYDISCREPANCIES. OTHERWISE NOTED. WATER LINE - - -=T 5. ALL DOWNSPOUT LEADERS TO BE 6" AT 2.0% MIN. UNLESS NOTED OTHERWISE. TVWD WATERLINE EASEMENT 6. VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES BY POTHOLING PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF DISCREPANCIES. JOB NO. UTILITY POLE REVISED - JANUARY 3, 2018 2150559.00 7. THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS BASED ON A SURVEY PREPARED BY ZTEC ENGINEERS, INC., DATED JANUARY 5, 2015. LIGHT POLE b SUBMITTED FOR PERMIT - NOVEMBER 21, 2017 215055900\4 DRAWINGS\CIVIL\559-C2.3&DWG BTS 03/07/18 09:01 1:30 UTILITY NOTES LEGEND \ \ �� ` 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD, CLEAN WATER SERVICES, AND THE CURRENT EDITION OF THE UNIFORM PLUMBING EXISTING PROPOSED \ ����:;:::: ; � CODE. ALL WORK WITHIN THE PUBLIC R.O.W. REQUIRES A PUBLIC WORKS PERMIT. PROPERTY LINE 2. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE 44 \ PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. ALL LOCATIONS FOR 1-FT CONTOUR JC \ ` WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING, PROVIDING SUCH IS PERMITTED BY Architecture Interiors 5-FT CONTOUR 33 \ LOCAL PUBLIC AUTHORITIES WITH JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. Planning Engineering CATCH BASIN • *''\ 3. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING CODE CHAPTER 7, SECTIONS 707 AND 719, AND CHAPTER 11, SECTION 1101.12. NOTE: STORM LINE - - - - - - 5' TVWD NOT ALL REQUIRED CLEANOUTS ARE SHOWN ON THE PLANS. r . EMENT SANITARY SEWER LINE 4. ALL STORM PIPING IS SIZED FOR A MANNING'S "N" VALUE = 0.013. ALL STORM PIPING IS DESIGNED USING CONCENTRIC PIPE TO PIPE AND WYE FITTINGS, OB UNLESS OTHERWISE NOTED. Portland, OR UTILITY POLE IM 210.05503.224.9560 \ 5. ALL DOWNSPOUT LEADERS TO BE 6 AT 2.0% MIN. UNLESS NOTED OTHERWISE. TVWD WATERLINE EASEMENT I. . IN (S) 207.35 / \\ Vancouver, WA \ \\ �� 6. VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES BY POTHOLING PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF DISCREPANCIES. 360.695.7879 I.E. OUT (W) 207.25 \ \ �\ \ Seattle,WA :::::::. \ \� 7. THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS BASED ON A SURVEY PREPARED BY ZTEC ENGINEERS, INC., DATED JANUARY 5, 206.749.9993 UTILITY KEYNOTES ' U ST MH \ 2015• WWW.mcknze.com RIM 212.93 / 192 AC 1. REPLACE EXISTING MANHOLE WITH CONTECH STORMFILTER I.E. I ,W) 206.83 CBMANHOLE \ M AG K E N Z I E OL DROP (2.3PFEETER ER D) CAN EETAIL E AC PROVIDED 2 CON RP IORRTO CONSTRUCTTO VERIFY ION AND I.E. OUT N) 206.63 / / RIM 08.44 r �. REQUIRED STORM TREATMENT DESIGN DRIVEN 1 CLIENT FOCUSED NOTIFY ENGINEER IF DROP IS NOT AVAILABLE / I.E. OUT ( 4\ Client RIM=212.93 UNABLE T OCA / IE(N,E,W)=206.83 / \ ` SITE AREA 380,317 SF DEACON UTLET / \\\ EXISTING PERVIOUS AREA 120,370 SF ��� � 2. INSTALL CONTECH STORMFILTER MANHOLE PER DETAIL 1/C8.2. D..: ��� EXISTING IMPERVIOUS AREA 259,947 SF G]AOl1P RIM=210.0 (MATCH EXISTING AC) a d CONTRACTOR TO VERIFY EXISTING STORM LINE INVERTS AND D 2 p9\ otp o� NEW IMPERVIOUS AREA 34,266 SF CONFIRM REQUIRED DROP CAN BE PROVIDED, AND NOTIFY < \ MODIFIED IMPERVIOUS AREA 107,167 SF WI NE GLISAN 8T. ENGINEER IF DROP IS NOT AVAILABLE. CONTRACTOR TO SUITE 100 VERIFY EXTENT OF PRESSURE LINE AND CONFIRM THAT // 1 \\qPERMANENTLY REMOVED IMPERVIOUS AREA 20,815 SF POMLAND, OR 97232 MANHOLE LOCATION WILL NOT INTERFERE *IMPERVIOUS AREA CALCULATED TO BE TREATED 293,322 SF / t• Project **IMPERVIOUS AREA REQUIRED TO BE TREATED 259,947 SF II TRIANGLE POINTE C40 *FROM CLEAN WATER SERVICES 2017 DESIGN AND CONSTRUCTION STANDARDS: 13= SW 68TH ^ \� REQUIRED TREATMENT =NEW IMPERVIOUS + 3(MODIFIED IMPERVIOUS-PERMANENTLY REMOVED IMPERVIOUS) PARKWAY M 215.13 / o TIGARD, OR 97223 /I.E. IN (S) 212.03 / / ti �o`b Op **FROM CLEAN WATER SERVICES 2017 DESIGN AND CONSTRUCTION STANDARDS, THE ABOVE EQUATIONS I.E. OUT (E) 211.93 / / ,OD i' \ APPLIES UP TO THE TOTAL EXISTING IMPERVIOUS SURFACE ON THE SITE. d 18 1 / CO Z o$ PROVIDED STORM TREATMENT ------- " :.;'; / °'� ' RIM 210.28 o `e�>i xe WO D IIIPEFIVIOUB AREA (eF1 � V' , 19l,1t +l' CO ,... \ WQ#1 60,276 i \ \ !t`.:•.. RIM 210.19 \ WQ#2 33,845 \� / . r• y 4i WQ#3 45,649 ; - / RIM 215.57 �/ \ Ae . W. 0J� p 206 \ WQ#4 67,846 151 SETBACK OUT (N) 2.8 // WQ#5 53,069 (EXPIRES: 12/31/19 2 )7 / S ENCROACHMENT / ro 208 \ \ TOTAL 260,685 © ALL CKENZI 2018 ED INTO SETBACK :. / // % /d • ;' . ':i'•', r`':'' 209 \ THESE DRAWINGS ARE THE PROPERTY \ OF MACKENZIE AND ARE NOT TO BE 19] c�j \ USED OR REPRODUCED IN ANY MANNER, EXISTING BUILDING , 210 rk\ WITHOUT PRIOR WRITTEN PERMISSION ' 1 \ .211 REVISIONS: Z THIS CLOSING DATE 1 Ana REVISIONS REVISION DELTA SHEET IE(6M)=218.56 IE(8")=218.48 / /+� •. : .. 1 X IN PROGRESS 1.9% / 6 f . :• a';.� .; 180 c� ; { o 179 U y85� R OS 15' TVWD CB E�TNE EASEMENT RIM=220.52 IE(8")=218.52 2j N µ� 22 B �-wer-_ 2 ��` .� •:;' . :• , 1 i i -- ,� •.. \ t. SHEET TITLE: \ - --wr_. \ 1 i 1 1 N 'F\ p� - - Di ` o \ U/T'ILITTY PLAN - �_ • 1\I® 2 ? �� \` `� ``��/ 178 1 1 1 1 1 1 6 1 ' 1 ry ,��L 1 N �' N \ / SOUTH H mop CB •1r• � _• . j ` <O 2p C `�`\ � ��\ ` / 1 11 � ( t ; 1 � � 1 ?�� 1 _ i ry i�� � /� 22) •'..: ' •..:. • :.• t ' � `f`4•-- •w P� `�//,7 1 1 ( 11 1 1 , 1, ' / \ / ','• L!:_.. {� � _. `_ter-� �J � i �1 i � � 1 � � / RIM=221.25 lr�11i IE(6 )=217.91 222 IE(6")=219.25 ,\ ?7 ?p �� I 1 i 1 1 �, 1 1 \ I " � � 1, � � � �/ IE(8 )=217.82 1 1; ;� = ' - DITCH INLE DRAWN BY: BTS D RIM 204.03 /' CHECKED BY: TWM I.E. OUT (S) SHEET: C2,3B - - -9n- - STM - - - - - ` - -•- - - -S"- STM - - 1 UTILITY PLAN-SOUTH M HIGHWAY 217 2.3 30 0 15 30 60 120 / �, � JOB NO.21�C^ EEL-JW559.00 IN FEET REVISED - MARCH 9, 2018 I inch = 30 It. SUBMITTED FOR PERMIT - NOVEMBER 21, 2017 215055900\4_DRAWINGS\CML\559-C2.3B.DWG BTS 03/07/18 09:34 1:30 NATIVE BACKFILL (SEE SPECIFICATIONS FOR 24" COMPACTION REQUIREMENTS) n PROPOSED PAVEMENT AREA SEE TYPICAL PAVING SECTION LANDSCAPE AREA PAVED AREA REGIONAL TRAIL - (PUBLICLY ACCESSIBLE) uno Ano 00 oO°.CD)�o°ODoo,0oao°,CI lino/!no!!no!!no/l nO oAno/!r i II-1111111111= Architecture Interiors 11111 IF 11f=III=111 -IIS Planning Engineering F F I ITI I I�I L=I 1(- ALUMINUM PLATE WITH WHITE PAINTED LETTERS AND PAINTED BACKGROUND LL TOO, ED EDGE 6" 1' RADIUS Portland, OR 1/4 RADIUS « 1"-0" GRANULAR BACKFILL III—•�I—III—I 4X4 WOOD POST 503.224.9560 ((SEE 6TO TRANSITION—0" CURB R' R-2. Vancouver, WA II-II =III—III PAVING SECTION COMPACTION REQUIREMENTS) " F 360.695.7879 o 00 00 o 0800 Seattle, WA °°°°°° 206.749.9993 °oo°°°°° 0 0 .0°.0.0.00 -III=1 I •. V NOTE: Oc o0 °o0 0 0oo00opo 0 00 ' o ° ,,,,,,° ° III- CONCRETE SHALL BE 3000 C, 000°�00 000�p Oo o00a °0000°oa _ 000°0 0 °o 000 1"-0" GRANULAR BACKFILL 1:12 www.mcknze.com PSI AT 28 DAYS. 6 SACK ` ° 000OV° 00 000°o is 0000000 MAINTAIN 3.5' _ / " " \ ' \ ' \ ' \ ' \ ' \` z �p°pop0 0 . OU°oo - (SEE SPECIFICATIONS FOR 00000°° FLUSH WITH M AC K E N Z I E MIX, SLUMP: 1 1 2 TO 3 z w 000 °oo COMPACTION REQUIREMENTS) .00400004 I- o °o Vo 0000. 0000000 PAVEMENT • • G �L ) 00� °o o °0000°° T. ROCK BASE COURSE a io OVo 0000° 0000000 _ 0E„°«"p,VE” , «,E«,FOCUSED N m q QQ poo ou o f .00 DESIGN SEE PAVING SECTION °SOV°o SEE UTILITY PLAN FOR PIPE / Client w o0V°pow o o ' 0000 PROVIDE DIAMOND —1 (1=� I III—III—III 'c 9 0o°o00V0p 0 o 00 SIZE AND TYPE (MAIN PIPE) TEXTURE PER A.D.A. DEACON CAST IN PLACE 9" _i - opV oo OV°p o PROVIDE TRUNCATED CONCRETE CURB SEE DETAIL X/CX.X DEVELOPWNT SEE "INTERTWINE REGIONAL TRAILS SIGNAGE GUIDELINES" FOR ADDITIONAL REQUIREMENTS DOMES PER A.D.A. �OlF 7 SEE DETAIL X/CX.X CONCRETE VERTICAL CURB 2 REGIONAL TRAIL SIGN (4�3)UTILITY TRENCH BEDDING AND BACKFILL 4 ADA COMPLIANT CORNER CURB RAMPN.T.S. VCURB NOTE: CONTRACTOR SHALL BE RESPONSIBLE TO SUBMIT A SHOP N.T.S. TRENCH( N.T.S. CURBRAMP-CORNER3 9M NE GL ISAN ST. �'0 �.0DRAWING FOR CITY APPROVAL PRIOR TO SIGN PLACEMENT 1 1 �'� 1 1 SUITE = PORTLAND, OR 97232 +1/2" �/�*1�/4" a O ( Y/ Project *�0 OVO TRIANGLE POINTE 13333 SW NTH • NOMINAL PARKWAY DIMENSIONSO TIGARD, OR 97223 DIAMOND PATTERN WARNING SURFACE " a SLOPE TOP OF CURB ' 2" 2 E `o L D TOOLED EDGE CLEAR AS NOTED ON PLANS CLEAR �n M� mm 1INCHES I E -I TOP OF SIDEWALK TO 1 LIGHT BROOM FINISH } I- D 60mm 2 3/8" O O O BE FLUSH WITH PAVING a PERPENDICULAR TO I„J I 4" WHEEL BLOCKS. E 37mm 1 7/16 I MIN SEE DETAIL �{ 1" MIN. WIDTH OF PATH ELEVATION D E 2" ASPHALT 27 CROSS SLOPE J¢" RADIUS EDGER FINISH TRUNCATED N T F 11mm 7/16" ?' 1 DOMES (SEE o E) o o Do TAPER CURB AT SIDEWALK RAMP • DETECTABLE WARNING G 23mm 15/16" REBAR, 18" LONG PATTERN DETAIL OR END OF CURB (2) PER WHEEL BLOCK. I I—II I I h, - 2 =1 I II I II I I1 I C « 'r °> '� III- I I I I—I I_ I I I I—I I (—I I I.I II I 'I I " EXTRUDED CONCRETE CURB Fw W 0 TRUNCATED DOME WARNING SURFACE 4- -111=111 s 1 1-1 1 .111 1 I 1—"'- 6 SET IN EPDXY CEMENT _I1 — FINISH GRADE WELDED WIRE MESHNOTE: 1EXPIRES: 12/31/19 ASTM A185 4" CONCRETE 3,000 PSI (MIN) 3h 1. PLACE TRUNCATED DOME DETECTABLE WARNING TEXTURE IN THE LOWER 600MM (2') SLUMP (MAX) CONTROL JOINTS AT 5-0" OF THROAT OF RAMP ONLY. ARRANGE DOMES USING IN-LINE PATTERN ONLY AS \/\\/\\�\ «. ASPHALT PAVING GEOTEXTILE FABRIC O.C. AND EXPANSION JOINTS AT 20'-0" SHOWN IN DETAIL ABOVE. COLOR OF TEXTURE TO BE SAFETY YELLOW. �� / ` © MACKENZIE 2018 O.C. OR AS SHOWN ON PLANS \/\/ A ALL RIGHTS RESERVED COMPACT SUBGRADE AND 2.DIAMOND RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE \//\\ THESE DRAWINGS ARE THE PROPERTY AGGREGATE TO 957 OF MAXIMUM 4" MIN DEPTH OF AGGREGATE �'4"-0 PLACED AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN AS /\/ OF MACKENZIE AND ARE NOT TO BE DRY DENSITY (3" MIN) SHOWN. THE LONG AXIS OF THE DIAMOND PATTERN SHALL BE PERPENDICULAR /\\i\ \ \\ ; USED OR REPRODUCED IN ANY MANNER, TO THE CURB. GROOVES SHALL BE )6DEEP AND /a WIDE. \//�//�// CRUSHED ROCK BASE, SEE PLANS WITHOUT PRIOR WRITTEN PERMISSION 5 CONCRETE PEDESTRIAN PATHWAY 6 ADA COMPLIANT WARNING SURFACE 7 EXTRUDED CONCRETE CURB OC8.0 PRECAST CURB STOP REVISIONS: N.T.S. SWALK N.T.S. TACTILE-SURFACE N.T.S. Ex-CURBN.T.S. CURBSTOP oz C8.0 08.0 08.0 N�< REVISIONS REVISION DELTA S_i THIS CLOSING DATE 0-o SHEET DIAMOND PATTERN WARNING 1 X IN PROGRESS PATTERN SEE DETAIL X/XX TRUNCATED DOME SURFACE SEE DETAIL X/XX �o 12 1 5 OpNry000 0 1 12 0 4i i 6 - _� 5 ` 0 SHEET TITLE: RAMP TO BE FLUSH V � .N - 6' t 6. CML 4, APPLY SEALANT WITH PAVEMENT - DETAILS PAVING SECTION 2' 10' 2 PAVING SECTION SQUARE WING CURB RAMP AS f PLANS PLANS ON '� AS NOTPLANS� TRUNCATED DOME SURFACE $ SEE DETAIL X/XX 1= I=1 I =1 III III=1 I =1 I III-1 I I III 111-1 I I I I — I DIAMOND PATTERN WARNING 1 PATTERN SEE DETAIL X/XX DRAWN BY: BTS SUBGRADE BARS AT 1'-0" 6" CONCRETE, WITH CONTROL 0000000 0000 D SMOOTH TROWEL 1"-0 BASE ROCK TO JOINTS AT 5 O.C. .0000<c�i�000 FINISH .C. EACH WAY MATCH THAT OF CHECKED BY: TWM PAVING SECTION 1I I SHEET: SHOWN ON PLANS I 6' 5' MIN. _ 6' SLOPE 1:12 SLOPE 1:12 CURB FACE NOTES: C8.0 SEE GRADING ENLARGEMENT DETAILS FOR GRADING INFORMATION. STANDARD WING CURB RAMP 008.08TABLED CROSSING SECTIONOC8.0 ADA COMPLIANT CURB RAMP JOBNO.2150559 00N.T.S. N.T.S. CURB-RAMP-VING REVISED - MARCH 9, 2018 SUBMITTED FOR PERMIT - NOVEMBER 21, 2017 215055900\4-DRAWINGS\CIVIL\559-C8.0.DWG BTS 03/07/18 08.46 1:1 18" '� HORIZ '�`�AT) /WALL �� v" " - - -- - - - ---- - - - - - -- - - - 10.5' 6" _ - -s - � Rv--, 2" SIDEWALK - CLR PLAN RAIL = Rhe` WEEP HOLES ® 5' O.C. PAVING SECTION, CRUSHED Architecture Interiors ROCK BASE OR LANDSCAPING SEE TYP. STRUCT. DETAILS CONCRETE FRAME CASING Planning Engineering 3' ALLOWED FOR DEVELOPMENT LENGTH CLE NOUT FRAME AND COVER ENCROACHMENT LINE MIN 12^ 2.5"-4" \ \ co • \ \ \ \ \/\\ \/\\ AC PAVEMENT 2% // /\� PER PLANS CURB / � �` v .. . , . \\ \\\\.\\j�\/�\\j\ /�\/\\//�Y%\\ Portland, OR d d CONCRETE RETAINING WALL v . o \i\ \\ 503.224.9560 n 3( - - PEF DETAIL 3/C8.1 / - �\ 45' ELBOW V ncouve 360.695.7879 All i DRAIN RJCK "�' Rbf Seattle, WA _ _ _ _ < #4XCQNT ® 18 /� 206.7499993 I I I I I I I I, •III_ III'-1 I I I I I-I I _� I-1 I I ,III, ,,I I, , III I I III III III-I I I I-� I (-I I WI-EP HOLE OC HORIZ W APPROVED SEWER LINE _ _ I a - I - -1 I I-III- - - - www.mcknze.com _III-III II =-- V. EXISTING GROUND STD HOOK, TYP. 45' WYE III—III—III—III- M AC K E N Z I E I I I- 1-1I I��,II II;,I — — 7" CRUSHED �4"-0 BASE OR I III AGGREGATE BASE BACKFILL li I I — _ a- _ (.— -III=II I_I I1=1I1-111_ _ MAX H I t I W I T I d1 I Rv I Rh I Rbf �j DESIGN DRIVEN I CLIENT FOCUSED PER PLANS I I I=1Ti III _III-III= ! \//\\\��\// //!/%\��%\\//%\�/%\�/%\�/j\\/����%///\\� � 6 A 13'-0" I 5h" 12'-6" 10'-6" 11'-0" I #4 ® 18" I #4 ® 18" I #4 ® 18" \'\\�� Client \/i\/\//\/�\� EL&ATION DEACON OSIDEWALK AT RETAINING WALL SECTION 2 RETAINING WALL 3 CLEANOUT GROW C8.1N.T.S. C8.1 N.T.S. C8,1 N.T.S. CLEANOUT 901 NE CLISAN ST. STANDARD FRAME FINISH SWE 100 AND COVER GRADE PORTLAND, OR 97232 GROUTEd 4" CONCRETE EXTENSION RING INSTALL AS REQUIRED TO BRING MANHOLE COVER AND FRAME TO DESIGN GRADE - Project PROPERTY LINE-) MAX. 3 RINGS OR 12" MAX. TRIANGLE POINTE AC PAVEMENT ECCENTRIC MANHOLE TOP 13333 SW 6M PER PLANS EXISTING GROUND (OR FLAT TOP) PARKWAY - u ..F-STANDARD MANHOLE TIGARD, OR 97223 III-III-III-III-I 1�. 28"x2" CAST IRON (16) h"O HOLES EVENLY RISERS I—I OR WELDED GRATE SPACED AT BASE COURSE -I' " AS SHOWN STANDARD M.H. RUNGS HINGED TRAP (1 MIN. ABOVE INVERT ELEV. ON PLANS 12" O.C. LOCATED 1 OF OUTLET PIPE. SEAL PIPE INTO HUB PER ) - ON VERTICAL SIDE OF cl' MFRS. RECOMMENDATIONS PAVING MANHOLE, WITHIN x 4� - -- _ __ i 24" OF COVER AND 'n p Q v7" oboe veleuo°oo� "e� �y'0' obuo "'•00;0o9`6e:oo• FLOOR. I'll t(ri mO. 0 0 0 30o5DooDoaDooDo°oDo6Do°nDo°fiDoaDoaDBo[ . (Kir °eoOOn°•e0'�v v v O.Ooo voDvOm0v°o0v°oD° oao"•o"•owvaoaoao"•oo• c `_ 2 4 �1� jl,$o4og� eva° a z eb♦l6i N! J I I� ---I� LIJ I C—I �� 6"4. 6" N 12" 4� ��_ N Z g"}Z I I—I w J �- ��L MAX. I I I III III III-1 I I o -10 GA. STEEL ALL WELDED 1" 07 SII I-I I > Lw �I�. CONSTRUCTION. ASPHALT 4" -r�+ Lpp 9pT 16,Cdr�At __ _ _ vi o I� EMULSION COATED INSIDE 9 r;;_ _ <:::-: ;_::>_:;:�_>;:;»>: ::::::<s:::-=:::=x:_:a< � 1- - AND OUT. 24 SQUARE OR 04 ^ -... W W. I I—III-III—I �I II I I I I-1I1- INVERT 1I� ROUND.) 6" COMPACTED (EXPIRES: 12/31/191 CURB - GRAVEL %"-0 AT 8" EMBEDMENT USE 12-24" STONES, AAX. 2 STONES ELEVATION POURED CONCRETE BASE - 5 SACK MIX, 90% COMPACTION -� =n�I 3300 P.S.I. AT 28 DAYS C MACKENZIE 2018 TALL NOTES: SLOPE AND I.E. VARIES NOTE: "y � ALL RIGHTS RESERVED SEE PLANS 1) MIN. 2'-0" COVER ON ALL PIPE IN DRIVE AREAS. 1. SPECIFICATIONS FOR CONCRETE AND MISC. MATERIALS USED IN CONSTRUCTION THESE DRAWINGS ARE THE PROPERTY O BE 2 LYNCH TYPE CATCH BASIN OR EQUAL SHALL CONFORM TO CURRENT APWA STANDARD SPECIFICATIONS. of MACKEPRE AND ARE NOT ANE ) USED OR REPRODUCED IN ANY MANNER, 4 ROCK RETAINING WALL SECTION 5 CATCH BASIN s STANDARD MANHOLE WITHOUT PRIOR WRITTEN PERMISSION C8.1 N.T.S. rl C8.1 N.T.S. C-BASIN C81 N.T.S. STDMH REVISIONS: LYNCH STYLE Z m'< REVISIONS REVISION DELTA 5- THIS CLOSING DATE a-U' SHEET STANDARD MANHOLE TRIM=235.55 36" ACCESS FRAME AND COVERT I�"IL 1 IN PROGRESS MANHOLES, __ _ _ SEE PLANS � ' ' I ` � FINISH GRADE L 1 12" OVERFLOW FOR LOCATION ELEV.= 232.95 N ? FINISH-- MH STEPS 12" O.C. WELDED TO RISER p LAT TOP SLAB 50' MAX _ 50' MAX_ _ GRADE CONCRETE COLLAR AS AND DETENTION PIPE TO A MAXIMUM OF 24" _ 72" CONTROL REQUIRED TO ENSURE ABOVE BOTTOM OF DETENTION PIPE (1) h" DIA. BOLTS, MANHOLE, H-20 LOADING 28" MIN. SEE PLANS 72" MANHOLE 72 CONTROL CLEARANCE - AND DETAILS OR TYPE 2 50' MAX 1,00' MAX _ _ 50' MAX MANHOLE, CATCH BASIN, SEE PLANS SEE PLANS DEPTH VARIES AND DETAILS - MH ACCESS W/ SEE PLANS IE-5.0" ���60" CMP MANHOLE LOCKING LID SHEET TITLE: - - CML ' STORM DETENTION z_ 96" OR 60" DETENTION PIPE, SEE UTILITY PLANS r - - - - - - ORIFICE DIA.=229.35 DETAILS 2 LF 36" - 36" - 36" IE=5.5" LIFT HANDLE FOR SHEAR GATE 3' SEPARATION STORM - STORM DETENTION z ORIFICE DIA.=229.05 „ STORAGE DEAD (1) h" DIA. BOLTS` /--WELD ALL JOINTS X96" OR 60" DETENTION PIPE, WELD ALL JOINTS / r FLEXIBLE COUPLING A-A AS NOTED ON UTILITY PLANS6 I / _ I o �f/ --- -� =_----- DRAWN BY: BTS J U >J UvU UvU U U U U U U U U J 6" /�� 3" IE IN=228.35 (15") FLEXIBLE COUPLING / N /96" OR 60" CMP IE OUT=228.35 (15") _ _ _ -- CHECKED BY: TWM 96" OR 60" CMP HEADER PIPE AND DETAILS NS ro SHEET: /96" OR 60" CMP HEADER PIPE COMPACT TO REQUIRED ORIFICE DIAVATIO ORIFICE ELEVATION=227.8 HEADER PIPE PLAN VIEW [E'S: SEE PLANS SECTION A-A SPECIFICATIONS - 96" OR 60" CMP (BOTTOM OF ORIFICE) 6" COMPACTED AND DETAILS HEADER PIPE GRAVEL X"-0 AT COMPACTED GRANULAR C81 90% COMPACTION MATERIAL 7 TYPICAL DETENTION PIPE RUN s 60" CMP MANHOLE N.T.S. DETENTION-PIPE-SPACING N.T.S. CONTRMH2 2150559.00 C8,1 C8.1 JOB No. SUBMITTED FOR PERMIT - NOVEMBER 21 2017 21555900\4-DRAWINGS\CIVIL\559-C8.1.DWG BTS 03/07/18 08:56 1:1 1 Architecture Interiors STORMFILTER DESIGN NOTES STORMFILTER CATCHBASIN DESIGN NOTES I Planning Engineering STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 1 CARTRIDGE CATCHSASIN STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES(3) VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 3 CARTRIDGES- HAS A MAXIMUM OF ONE CARTRIDGE. SYSTEM IS SHOWN WITH A 2r CARTRIDGE,AND IS ALSO AVAILABLE WITH AN IS'CARTRIDGE STORMFILTER 048'MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.0 CFS. IF THE SITE CONDITIONS EXCEED 1.0 CFS AN UPSTREAM BYPASS STRUCTURE IS CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL. A REQUIRED. PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY,AN UPSTREAM BYPASS STRUCTURE IS / OUTLET REQUIRED. L SUMP _ CARTRIDGE SELECTION ACCESS •(,OVER CONCRETE COLLAR CARTRIDGE SELECTION A AND REBAR TO MEET I CARTRIDGE HEIGHT 2r 18' 18'DEEP I CARTRIDGE HEIGHT 2]' 18' LOW DROP n FLOW .L_ ° - . HS201F APPLICABLE BY I Portland,�R ( RECOMMENDED HYDRAULIC DROP(H) 3.05' 2.3' 1.8' •__ •° CONTRACTOR (MINIMUM HYDRAULIC DROP(H) 3.05' 2.3' 3.3' ) 5/Pfd) �f �j� ^, " I ICFpJ/J'fjf(�(f>� 9MM 1gmw 2gp.V IgpnVW 2gpm1R' 1gpm/M I 503.224.9560 INLET _ _ _ IGC/1(( ID(+ FLOW QA�°pozD1 I 29WN8' 1gpr fw I 29pm igpml8' I 29pnM' 19MN8' Y -r--r-•'-- -.'ar� ICF °DH'NA 2 I tlgn 22.5 11.25 15 I T5 10 I 5 - -- I �� E�L gPm 22.5 1 N.25 15 1I 7.5 15 JI 7.b A �• �. 1• } A I PEAK HYDRAULIC CAPACITY )0 {.0 {,8 ; Vancouver,WA T s E I INLET PERMANENT POOL LEVEL(A) 114' 11-0' Z-0' I 360.695.7879 48'I.D.MANHOLE 1 ¢ I OVERALL STRUCTURE HEIGHT(B) 4'-9' 3'-0' 4'-V Seattle,WA STRUCTURE NOT • la ° `•sZ 1.GECONALCH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 206.749.9993 TOP SLAB ACCESS (58')O.D. 2. •� 1 + FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR SEE FRAME AND SITE SPECIFIC CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. Www.CmUchES.com I 3. STORMFILTER CATCHBASIN WATER OUALRY STRUCTURE SHALL BE IN ACCORDANCE WOH ALL DESIGN DATA AND INFORMATION CONTAINED IN www.mcknze.com COVER DETAIL DATA REQUIREMENTS t I-�-�----=--•a------==�y��VANED INLET GRATE THIS DRAWING, I STRUCTUREID _ (SOLID COVER OPTIONAL) 4. INLET SHOULD NOT E LOWER THAN OUTLET. INLET(IF APPLICABLE)AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY MACKENZIE. I WATER QUALITY FLOW RATE(ds) CONTRACTOR. I PEAK FLOW RATE(Ch 5. STORMFILTER CATCHBASIN EQUIPPED WITH 41NCH(APPROXIMATE)LONG STUBS FOR INLET(IF APPLICABLE)AND OUTLET PIPING. STANDARD "sem; OUTLET STUB IS B INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE 2'-0' 2'<' I RETURN PERIOD OF FAX FLOW(yrm) INSIDE RIM INSIDE RIM~ USING FLEXIBLE COUPLING BY CONTRACTOR osswx pervsx I euExr Focus6p �w�=.ais• b..x. _.vex,-y, I#9j=�(fRTISJGSSF.$JjIF. 1RED LL ('-IDE 6. STEELS TRUCTURETOBE MANUFACTURED OF IS INCH STEEL PLATE.REQUIRED, SHALL MEET AASHTO THM306 QLOAD RATING. EI MEETING BARS PLAN VIEW I o COLLAR OUTSIDE RIM RATING ON STRUCTURE,A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED,CONCRETE COLLAR WITH QUAMITY(2)k4 REINFORCING BARS TO Client /�/� STANDARD OUTLET RISER w CONTECH I MEDIA TYPE(CSF,PERLITE,ZPG,GAC,PHS) 7. FILTER CAIDED BY RTRIDGEES CONTRACTOR. BE MEDIA-FILLED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE DEAWN FLOWKIT:40A .....�.aw.. IPIPE DATA: I.E. MATERIAL DIAMETER PLAN VIEW `/p ��E•� ]-INCHES. FILTERMEDIACONTACTTIME SHALLBEATLEAST37SECONDS. DE• LOPMM1 I INLET PIPE 01 S. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY(gpm)DIVIDED BY THE FILTER CONTACT SURFACE AREA(eq 8). CONTRACTOR TO GROUT TO "- I INLET PIPE M2 /*KW FINISHED GRADE �'a,� �� 1 INSTALLATION NOTES {�7N/yr I DUTLET PIPE A. ANY SUBAASE,BACKFILL DEPTH,AND/OR ANTSFLOTATION PROVISIONS ARE SITE�SPECIFIC DESIGN CONSIDERATIONS AND SHALL E SPECIFIED BY RIM ELEVATION ENGINEER OF RECORD. GRADE B,CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN(LIFTING CLUTCHES RINGIRISERS I NOTE PECIAL4 BALLAST 'I{L WIDTH HEIGHT C.CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTIONRELATED EROSION RUNOFF. NOTES/SPECIAL REW IREMENTS: FRAME AND COVER ijL" opnoNu FLOATAB ES SUI NE C�LI3AN 3T. 21 (DIAMETER VARIES) SLOPED LID BAFFLE �� g 1 I -PER ENGINEER OF RECORD -2'-0' L - ° I •. 1,' • ' . N.T.S. PORTLAND OR 97232 --- PERMANENT �- LIFTING EYE I 1-CARTRIDGE RTDATASIN � POOL ELEVATION (TVP.OF 4) FLOATABLES 3 , BAFFLE I . ■�illlwll, FRIBNLEDOMDE ISTRUCTUREIDI I } � I WATER QUALITY FLOW RATE(c(s) XXX �L + 7 I PEAK FLOW RATE L<1 cfel %X% Project o GENERAL NOTES I RETURN PERIOD OF PEAT(FLOW(Wa) XXX I 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. TRIANGLE POINTE I CARTRIDGE FLOW RATE XX 1 ,� , E 2. DIMENSIONS MARKED WITH()ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 9 STORMFlLTER WEIR WALL 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS CARTRIDGE FILTRATION �_5, t MEDIA TYPE1CSF,PERL G,GAC.PHS) XXXXX I LLC REPRESENTATIVE. wxw.Cont"MES.mm BAY INLET FILTRATION BAY I RIM ELEVATION XXX.XX' 1 13 V V SW VO I H 4- STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS m INLET �' ARKWAY ---- i a DRAWING. PIPE DATA: I.E.EJDIAMETERI n I it 5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING,ASSUMING EARTH COVER OF P-5 AND GROUNDWATER ELEVATION AT,OR BELOW,THE �_ r INLET STUB XXX.XX/1 XX' I /1 i3 O 2 io OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO PERMANENT -/ ' (� OUTLET STUB XXX.XX'I XX" I TIGARD, OR 97223 INLET PIPE ' o f - M308 AND BE CAST WITHTHECONTECH LOGO. z POOL ELEVATION INLET STUB INLETSTUS ���///////// CONFIGURATION 9o� 6. FILTER CARTRIDGES SHALL BE MEDIA.FILLED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL (OPTIONAL) OUTLET STUB OUTLET OUTLET o - m1 w BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. CARTRIDGE (OPTIONAL) ICU UD, 1�I 0 / S-O 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY(gm)DIVIDED BY THE FILTER CONTACT SURFACE AREA(Sq ft). SUPPORT OUTLET PIPE INLET y 1( )1 1( JI hINLET r _J EI INSTALLATION NOTES FLOW KIT ,l FROM FLOWKIT INLET "INLET _ 1. ANY SUB-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITESPECIFIC DESIGN CONSIDERATIONS AND SHALL BE J/ CLEANOUT 'y .r - + SPECIFIED BY ENGINEER OF RECORD. CATCHBASIN FOOT B ACCESS PLUG T-0' CATCHBASIN FOOT I SLOPED LID YESWO w 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE CTYP.OF 4) ON WEIR WALLINSIDE� (TYP,OF 4) (SOLID COVER YESM (LIFTING CLUTCHES PROVIDED). i 2•-014• NOTES/SPECIAL REQUIREMENTS: 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. o FILTER CARTRIDGE OUTSIDE CONTRACTOR TO PROVIDE.INSTALL.AND GROUT INLET PIPE(S). OUTSIDE v m FLOW KIT 5. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HOPE ; SECTION A-A SECTION B-13o VOUTUE:SUMP HOPE OUTLET RISER OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES,CONTRACTOR TO REMOVE THE B INCH OUTLET STUB AT MOLDEDPR 'I SECTION A-A IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. G 0 8. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTIONRELATED EROSION RUNOFF. /1 �� ag 1 Ns� NTECH' SFMH48 _ } C O NTECH` 1 CARTRIDGE CATCHBASIN ♦P�� 3 ENGINEERED SOLUTIONS LLC STORMFILTER Storm Filter ENGINEERED SOLUTIONS LLC STORMFILTER oSTOROFIIter' www.ConbchESsom �yK ��y-�- ..ConbchE8<om ���-���- 9025Ca Panto Dr.,5uN400 West Ceeler.OH45M STANDARD DETAIL 9025 Centre PdnOe a.,Stlte 400.We9l Clgeleq CH 45069 STANDARD DETAIL 9 00633&1122 5130457000 513f E 7W3 FAX 33N 800.330-1122 513816}pp0 51360.5]993fm 1 CONTECH 48" STORMFILTER MH DETAIL 2 CONTECH 1-CARTRIDGE CB DETAIL Fw W' e EXPIRES: 12/31/19 C8.2 N.T.S. C8.2 N.T.S. © MACKENZIE 2018 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: Z UU))F REVISIONS REVISION DELTA 5-J THIS CLOSING DATE ,wo SHEET STRUCTURE D WO FLOW RATE (ria/s) FECKARM OF CARTRIDGE FLOW RATE (QPM) � FM ELEVATION PPE DATA 1 : X IN PROGRESS CARTRIDGES INLET PIPE 1 INLET PIPE 2 OUTLET PIPE WQ MH#1 0.021 1 10 1.8 234.80 228.01 (8") 228.01 (36") 226.21 (15") WQ MH#2 0.012 1 10 1.8 227.50 224.71 (12") N/A 222.91 (12") WQ MH#3 0.016 1 15 2.3 221.40 216.34 (8") 216.34 (8") 214.04 (12") WQ MH #4 0.024 1 15 AS-BUILT DATA NOT AVAILABLE - FIELD VERIFY. MINIMUM 2.31 DROP REQUIRED FROM INLET TO OUTLET. SHEET TITLE: WQ MH #5 0.018 1 15 NOTIFY ENGINEER IF REQUIRED DROP 1S NOT AVAILABLE. STORMWATER DETAILS 023STORMFILTER MH/CB DATA SUMMARY N.T.S. DRAWN BY: BTS CHECKED BY: TWM SHEET: C8. 2 JOB NO.215055050559.00 SUBMITTED FOR PERMIT - NOVEMBER 21, 2017 •�J� 215055900\4-DRAWINGS\CML\559-CB.2.DWG BTS 03/07/18 14:51 1:1 TRIANGLE POINTE PARKING EROSION AND SEDIMENT CONTROL PLAN 1200 - CN Architecture Interiors 1S R1W T2S 104 Planning Engineering 13333 SW 68th PKWY DEVELOPER/OWNER TIGAR A H N TON COUNTY OREGONINSPECTION FREQUENCY TABLE DEACON DEVELOPMENT GROUP Portland, OR 901 NE GLISAN ST, SUITE 100 STANDARD EROSION AND SEDIMENT CONTROL PLAN DRAWING NOTES: SITE CONDITION MINIMUM FREQUENCY 503.224.9560 PORTLAND, OR 97232 CONTACT: RYAN SCHERA 1. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR PRACTICES DESCRIBED IN WEEKLY WHEN STORMWATER RUNOFF, INCLUDING Vancouver, WA PHONE: 503-297-8791 360.695.7879 RYAN.SCHERA®DEACON.COM THE ESCP IS A VIOLATION OF THE PERMIT. RUNOFF FROM SNOW MELT, IS OCCURRING. A1& 2. THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION 1. ACTIVE PERIOD AT LEAST ONCE EVERY MONTH, REGARDLESS OF Seattle, WA PERIOD, UPGRADE THESE MEASURES AS NEEDED TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL EROSION AND SEDIMENT 206.749.9993 CONTROL REGULATIONS. WHETHER STORMWATER RUNOFF IS OCCURRING. CML ENGINEERING 3. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER SPECIFIC CONDITIONS. SUBMIT www.mcknze.com MACKENZIE ALL NECESSARY REVISION TO DEQ OR AGENT. ONCE TO ENSURE THAT EROSION AND SEDIMENT • CONTACT: TIM MCGUIRE 4. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM BECOMING A SOURCE OF 2. PRIOR TO THE SITE BECOMING INACTIVE CONTROL MEASURES ARE IN WORKING ORDER. MACKENZIE OR IN ANTICIPATION OF SITE ANY NECESSARY MAINTENANCE AND REPAIR MUST INACCESSIBILITY. BE MADE PRIOR TO LEAVING THE SITE. oEs,�» DRIVEN E»'F»`»sEo 1515 SE WATER AVE EROSION. PORTLAND, OR 97214 5. IDENTIFY, MARK, AND PROTECT (BY FENCING OFF OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT PHONE: 503-224-9560 TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE Client FAX: 503-228-1285 3. INACTIVE PERIODS GREATER THAN SITE AND SENSITIVE AREAS (E.G., WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. FOURTEEN(14) CONSECUTIVE CALENDAR DAONCE EVERY MONTH. DEACON TWM®MICKNZE.COM 6. PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE DE 3-OpWNT AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED. DAYS. CIROUP SITE MAP SURVEYOR 7. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER SEDIMENT CONTROL MUST BE IN PLACE BEFORE VEGETATION IS IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY DISTURBED AND MUST REMAIN IN PLACE AND BE MAINTAINED, REPAIRED, AND PROMPTLY IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED 4. PERIODS DURING WHICH THE SITE IS AT A RELEVANT AND ACCESSIBLE DISCHARGE ZTEC ENGINEERS, INC FOR THE DURATION OF CONSTRUCTION INCLUDING PROTECTION FOR ACTIVE STORM DRAIN INLETS AND CATCH BASINS AND APPROPRIATE INACCESSIBLE DUE TO INCLEMENT WEATHER. POINT OR DOWNSTREAM LOCATION. _ 1 „=500' CONTACT: CHRIS FISCHBORN NON-STORMWATER POLLUTION CONTROLS. 90'1 NE QLISAN ST. PHONE: 503-235-8795 SUITE 100 FAX: 503-233-7889 8. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK. DIRECT ALL WASH MONTHLY. RESUME MONITORING IMMEDIATELY PORTLAND, OR 97232 WATER INTO A PIT OR LEAK-PROOF CONTAINER. HANDLE WASH WATER AS WASTE, CONCRETE DISCHARGE TO WATERS OF THE STATE IS 5. PERIODS DURING WHICH DISCHARGE IS UPON MELT, OR WHEN WEATHER CONDITIONS PROHIBITED. UNLIKELY DUE TO FROZEN CONDITIONS. MAKE DISCHARGES LIKELY. 9. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS GRADING PROGRESSES 405 ORTLAND AND FOR ALL ROADWAYS INCLUDING GRAVEL ROADWAYS. : HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE 10. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. Project 26 11. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: GRAVELED (OR PAVED) EXITS AND PARKING ■ ALL SINSPECTIONS ECTOR TO IMUST SBERMA EN INNACCORRDANN E WITH CONTRDEQ 1200-RCN PERMIT OL MEASUES AND OREQUIREMENTS. NSTRUCTION MITS. TRIANGLE POINTE 00 POWELL BLVD. AREAS, GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT TIRE WASH. THESE BMPS MUST BE IN PLACE PRIOR TO : INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-CN PERMIT REQUIREMENTS. 1`3 ' SW 68TH LAND-DISTURBING ACTIVITIES. * RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO 10 12. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON SITE. DEQ, AGENT, OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER THAN SEVEN (7) PARKWAY BEAVE ON 13. USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, CONSECUTIVE CALENDAR DAYS, RETAIN THE ESCP AT THE CONSTRUCTION SITE OR AT ANOTHER TIGARD, OR 97223 AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, LOCATION. 1 99 HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS DEBRIS, LEFTOVER PAINTS, SOLVENTS, AND GLUES FROM CONSTRUCTION OPERATIONS. BMP MATRIX FOR CONSTRUCTION PHASES MILWAUKIE 14. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF AVAILABLE BMP'S. MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. 15. USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL. MAS UTILITY STREET I CLEARING I GRAD NG I INSTALLATION I CONSTRl1CT10N I STA ILIZATION I (OAL CT 1WMAY 3E ST) �pGD 16. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURERS RECOMMENDATIONS TO MINIMIZE PR TIGARD NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN SITE 2 IM a� °'x 17. IF STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER PREs� noN ••x x x x x x t POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, GROUND COVER z x LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE HYDRAULIC APPLICATIONS x OPERATING THE TREATMENT SYSTEM. OBTAIN PLAN APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE PasrlcsHEErING x y 99 5 TREATMENT SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS. DUSTCOMATTINTROL x x x x x x ;9�Z 18. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT TEMPOw�yI�PF, MI ENTSEEDAG x x x x x Fw W e TUALATIN LAKE OSWEGO DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS. >3liPl!EAi6NE x x x x x z 19. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND DURING WET WEATHER OCTOBER 01 - )THER: EXPIRES: 12/31/191 MAY 31. 2PlM�jifQfiTRpy 20. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT AND BEFORE FENCE seDl c" ETER) ••x x x z x x REMOVAL. SEDIMENT FENCE INTERIOR) x x x x MACKENZIE 2018 VICINITY MAP 21. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE GROUND HEIGHT. AND STRAW WATTLES x x x z © ALL RIGHTS RESERVED BEFORE BMP REMOVAL. FILTER BERM x x x z THESE DRAWINGS ARE THE PROPERTY 22. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENT BASINS AND SEDIMENT TRAPS: INLETPROTECTION z x x x z x OF MACKENZIE AND ARE NOT TO BE NOT TO SCALE REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND AT COMPLETION OF PROJECT. DEWATERING x x USED OR REPRODUCED IN ANY MANNER, 23. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIATED. INVESTIGATE THE CAUSE OF THE SEDIMENTTRAP x x x x WITHOUT PRIOR WRITTEN PERMISSION SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM NATURAL BUFFER ENCROACHMENT x •x x x x •x CLEAN UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE LANDS REQUIRED TIMEFRAME. �T"ER REVISIONS: 24. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. VACUUMING OR DRY SWEEPING AND RUN OFF CONTROL x x a PROJECT LOCATION: MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. coNsraucnoH ENTRANCE x x x z x >_I THISREVINs REVISION DELTA '» THIS CLOSING DATE SITE LOCATED WEST OF NE INTERLACHEN LN AND NE FAIRVIEW LAKE WAY, AT THE 25. PROVIDE PERMANENT EROSION CONTROL MEASURES ON ALL EXPOSED AREAS. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES PIPE SLOPE DRAN x x x �o SHEET END OF NE RIVERSIDE PKWY. MULTNOMAH COUNTY, OR UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. HOWEVER, DO REMOVE ALL TEMPORARY EROSION qyT Fr o T,q x x x z x CONTROL MEASURES AS EXPOSED AREAS BECOME STABILIZED, UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS. PROPERLY DISPOSE sbRE�W NIG x 1 X IN PROGRESS LATITUDE = 45.422732, LONGITUDE = -122.745692 OF CONSTRUCTION MATERIALS AND WASTE, INCLUDING SEDIMENT RETAINED BY TEMPORARY BMPS. L dl1 x x z x x THER: 26. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAT SEPTEMBER 1; THE TYPE AND PERCENTAGES OF POLL SEED IN THE MIX MUST BE IDENTIFIED ON THE PLANS. OP PREVENTION R PROPERTY DESCRIPTION: 27. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY VEGETATED AREA, AND THROUGH A PROPER x x z z x x SEDIMENT CONTROL BMP I.E. (FILTER BAG). HAZ WASTE MGMGMT x x x x x x TAX LOT 104, SECTION 1, TOWNSHIP 2 SOUTH, RANGE 1 WEST, WILLAMETTE 28. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD, OCTOBER 01 - MAY 31. sPu�wrSHO TE x x x x x x MERIDIAN, MULTNOMAH COUNTY, OREGON 29. IF WATER OF THE STATE IS WITHIN THE PROJECT SITE OR WITHIN 50 FEET OF THE PROJECT BOUNDARY, MAINTAIN THE EXISTING NATURAL coNCRErewASHuTAREA 7THERx x x x x x : BUFFER WITHIN THE 50-FOOT ZONE FOR THE DURATION OF THE PERMIT COVERAGE, OR MAINTAIN LESS THAN THE ENTIRE EXISTING NATURAL ATTENTION EXCAVATORS: BUFFER AND PROVIDE ADDITIONAL EROSION AND SEDIMENT CONTROL BMPS. OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN SHEET TITLE: COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS * SIGNIFIES ADDITIONAL BMP'S REQUIRED FOR WORK WITHIN 50' OF WATER OF THE STATE. EROSION AND ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200-CN PERMIT. THIS ESCP AND GENERAL CONDITIONS HAVE BEEN ** SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CAL 503-246-6699. DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200-CN PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE SEDIMENT 1200-CN PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS PLAN. CONTROL NARRATIVE DESCRIPTIONS PERMTTEE'S SITE INSPECTOR- COVER SHEET EXISTING SITE CONDITIONS COMPANY/AGENCY: CARLSON TESTING. DAVID IRISH SITE SOIL CLASSIFICATION: PHONE: 503-601-8250 ISAN DEVELOPED SINGLE BUILDING, COMMERCIAL SHEET INDEX E-MAIL: DIRISH®CARLSONTESTING.COM SITE WITH PARKING LOT AND LANDSCAPING. 1 - ALOHA SILT LOAM EROSION AND SEDIMENT CONTROL PLANS EXPERIENCE: CESCL# ECO-38251602 DRAWN BY: BTS 116 - CORNELIUS AND KINTON SILT LOAMS, DEVELOPED CONDITIONS 2 TO 7 PERCENT SLOPES 22 - HUBERLY SILT LOAM EC1.0 EROSION AND SEDIMENT CONTROL COVER SHEET ■ REDEVELOPMENT OF THE NORTH PARKING LOT TO 41 - URBAN LAND RATIONALE STATEMENT CHECKED BY: TWM ACCOMMODATE A FUTURE ADDITIONAL COMMERCIAL EC2.0 CLEARING, DEMOLITION AND SURCHARGE EROSION AND OFFICE BUILDING RECEIVING WATER BODIES: SEDIMENT CONTROL PLAN A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEC's GUIDANCE SHEET: NATURE OF CONSTRUCTION ACTIVITY AND NEAREST WATER BODY: FANNO CREEK EC3.0 EROSION AND SEDIMENT CONTROL PLAN MANUAL HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN. SOME OF THE ABOVE ESTIMATED TIME TABLE LISTED B s WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION ECIO EC4.0 EROSION AND SEDIMENT CONTROL DETAILS PR ION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON SPECIFIC SITE CONDITIONS, INCLUDING SOIL « MASS GRADING (NOV 2017-DEC 2017) 1 CO ITIONS TOPOGRAPHIC CONSTRAINTS, ACCESSIBILITY TO THE SITE, AND OTHER RELATED CONDITIONS, AS THE * UTILITY INSTALLATION (MAY 2018-JUN 2018) P - PROGRESSES AND THERE IS A NEED TO REVISE THE ESCP PLAN, AN ACTION PLAN WILL BE SUBMITTED. IS SITE CONSTRUCTION (JUN 2018-AUG 2018) s FINAL STABILIZATION (AUG 2018-SEP 2018) 1 L JOB N0.21� 559.00 TOTAL SITE AREA = 380,318 (48.73 AC) REVISED - MARCH 9, 2018 L J1J TOTAL DISTURBED AREA = 175,996 SF (4.04 AC) SUBMITTED FOR PERMIT - NOVEMBER 21, 2017 215055900\4-DRAWING$\CIVIL\559-EC1.O.DNG BTS 03/07/18 10:11 1:500 Architecture Interiors Planning Engineering Portland, OR 503.224.956060 Vancouver,WA 879 36eattle,WA ' Seattle,WA Al1� 206.749.9993 / , V www.mcknze.com INSTALL INLET PROTECTION (TYP),- �w /h� ® M AC K E N Z I E SEE CWS DWG. N0. 920 �T' '}6I DESIGN DRIVEN I CLIENT FOCUSED / swLE . / 68 2GdaGaO� Client \ 2pe DEACON DEVELOPMENT / INSTALL INLET PROTECTION, TYP, COUP INSTALL CONCRETE WASHOUT, / \ INSTALL CONSTRUCTION SEE CWS DWG. NO. 920 / ENTRANCE PER DETAIL PER DETAIL 4/EC4.0 `vy�oN p —24. p� / 3/EC4.0 INSTALL SEDIMENT FENCE, TYP. M&'.'�,,m N. z.1' 21A' `LTJ°t 901 NE CUSAN ST. PER CWS DRAWING NO. 876 LL0 d3s / , w X107° LJJ� �� � �.I � e+ ... _ d? 9 w taro m L PORTLAND, OR 97232 I�. I --�- /�,: / ,. 1 , '�• � 4.S SBS 207 / INSTALL TREE PROTECTION FENCE, TYP. Project TRIANGLE POINTE J `� , r 211 / INSTALL SEDIMENT FENCE, TYP.- 'rte `��9 PER CWS DRAWING NO. 876 _ /- / �� 13= S68TH PARKWAY lore s TIGARD, OR 97223 ry F.DR� pPR IX`x a \ ` q x �txa X X X - ` \ 1 I 1 X X_ ?fix _X-X�3 X X �,\ 1 X -X- � __ 4C fW W. _ HIGH`A' Av 217 EXPIRES: 12/31/191 ' 111/�'►1 © MACKENZIE 2018 ALL RIGHTS RESERVED INSTALL TREE PROTECTION THESE DRAWINGS ARE THE OPERTY FENCE, TYP. OF ACCKENZ E AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, CLEARING AND DEMOLITION WITHOUT PRIOR WRITTEN PERMISSION ' EROSION AND SEDIMENT CONTROL PLAN REVISIONS: Z 2 80 0 40 80 160 320 0i'< REVISIONS REVISION DELTA S_I THIS CLOSING DATE ww SHEET ¢o ( IN FEET ) 1 X IN PROGRESS 1 inch = 80 ft. PRE-CONSTRUCTION, CLEARING, AND DEMOLITION NOTES: DUST CONTROL NOTES LEGEND 1. ALL BASE ESC MEASURES (INLET PROTECTION. PERIMETER SEDIMENT CONTROL. GRAVEL CONSTRUCTION 1. CONTRACTOR SHALL MINIMIZE WIND BLOWN DUST FROM LEAVING SITE TO EXTENT PROPERTY LINE ENTRANCES. ETC) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO PRACTICABLE. COMMENCEMENT OF CONSTRUCTION ACTIVITIES. 2X- - EXISTING CONTOUR SHEET TITLE: 2. CONTRACTOR SHALL KEEP EXPOSED SOILS MOIST TO PREVENT DUST. CLEARING AND 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE. BERMS. CONSTRUCTED OUT OF MULCH, Q EXISTING TREE DEMOLITION CHIPPINGS OR OTHER SUITABLE MATERIAL. STRAW WATTLES, OR OTHER APPROVED MATERIALS. EROSION AND 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS ,AND RIPARIAN PROTECTION SEDIMENT FENCE/CONSTRUCTION FENCE TREE TO BE REMOVED SEDIMENT AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION FENCING OR CHAIN LINK FENCING INA TREE PROTECTION FENCE (THE TREE PROTECTION FENCE CONTROL PLAN MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR CONSTRUCTION LIMITS SHALL BE DELINEATED WITH EITHER A SEDIMENT FENCE OR CONSTRUCTION SHALL BE A 6' METAL CHAIN LINK FENCE SECURED WITH BEYOND THE CONSTRUCTION BARRIER. FENCE. USE A SEDIMENT FENCE WHERE RUNOFF IS AWAY FROM THE SITE. USE A CONSTRUCTION 8' METAL POSTS. SETBACK A MINIMUM 1' FOR EVERY INCH 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FENCE IN ALL OTHER LOCATIONS. DIAMETER OF TREE) FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SEDIMENT FENCING SWEEPING. AND VACUUMING, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR DRAWN BY: BTS THE DURATION OF THE PROJECT. 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL EXISTING DRAINAGE FLOW CHECKED BY: TWM CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH SHEET: OUTLET PROTECTION). CHECK DAMS, SURFACE ROUGHENING. AND BANK STABILIZATION. CATCH BASIN SEDIMENT FILTER BAG THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME "DRY WEATHER° CONSTRUCTION. DWET WEATHER" CONSTRUCTION ENTRANCE EC2,0 0 CONCRETE WASH OUT JOB NO.2150559 00 REVISED - MARCH 9, 2018 L���+�JJ IJV SUBMITTED FOR PERMIT - NOVEMBER 21, 2017 215055900\4 DRAWINGS\CIVIL\559-EC2.0.DWG BTS 03/07/18 10:18 1:80 tA // Architecture Interiors Planning Engineering Portland, OR 503.224.9560 / \ \ Vancouver,WA / 360.695.7879 Seattle, WA 206.749.9993 WWW.mcknze.com \, MACKENZIE DESIGN DRIVEN I CLIENT FOCUSED \ \ MIN VIA Client DEACON IL wm / D, DEVELOPMENT / 68 ff.�%on tan 2G��Gao' GROUP INSTALL CONSTRUCTION INSTALL INLET PROTECTION (TYP), 2p8 ENTRANCE,/ PER DETAIL PER CWS DRAWING NO. 920 20> 901 NE GLISAN ST.3/EC4.0 It SUITE 100 / INSTALL CONCRETE WASHOUT, % ! NN 0c" Pte, 97232 / PER DETAIL 4/EC4.0 A N 9 INSTALL SEDIMENT FENCE, TYP. �\ / ~1167 l JI ' ALJ Proect PER CWS DRAWING N0. 876 TRIANCaLE POINTE 13333 SW 687TH INSTALL TREE PROTECTION FENCE, T ?�j. 8 PARKWAY INSTALL INLET PROTECTION nl : > ?ted INSTALL TREE PROTECTION TrARD OR 97223 PER CWS DRAWING NO. 920 %�� -`� = -�� '+ FENCE TYP. ' INSTALL SEDIMEN FENCE, TYP. PER CWS DRAWING N0. 876 , 23� O ptN 1-0 I 1.�.5 V J'^.. •3. ..r. '" `? y � f"1 2j6\7 1 1 ^ � 'N' V � ?IP ° ?20.� �y 1 ` `�11 1 \��1 , �♦�1 Ns ? 22221 ?1 •' 22p � 1 o " IIS7F(LL SEDIMENT FENCE, TYP. ? 2 R CWS DRAWING NO. 876 �j��\ „'w�. � �n� 234 �� � � � S ??a � _�`/%�i l+�= 9!'/, • 16,��Jul I fJ 234 ?�? �_ - - Fw W. ') /' EXPIRES: 12/31/19 ' N I - 23s,236 ►- INSTALL INLET PROTECTION, TYP. _ 237-- -�; PER CWS DRAWING N0. 920 © MACKENZIE 2018 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY ►-I�GHWp�( 217 OF MACKENZIE AND ARE NOT TO BE �I USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: INSTALL TREE- o PROTECTION FENCE, TYP. ' 1 EROSION AND SEDIMENT CONTROL PLAN N5a REVISIONS REVISION DELTA THIS CLOSING DATE fro SHEET 80 0 40 80 160 320 1 X IN PROGRESS ( IN FEET ) 1 inch = 80 ft. EROSION AND SEDIMENT CONTROL BMP GRADING, STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES IMPLEMENTATION LEGEND 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT BE COMPOSED OF ONE OF THE FOLLOWING MIXTURES, UNLESS THE USE OF TEMPORARY SEEDING AND MULCHING, EROSION CONCRETE TRUCKS IN A LOCATION THAT DOES NOT PROVIDE CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PROPERTY LINE OTHERWISE AUTHORIZED: CONTROL BLANKETS OR MATS, MID-SLOPE SEDIMENT FENCES RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM. IF PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, A. VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED OR WATTLES, OR OTHER APPROPRIATE MEASURES. SLOPES THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. STORM LINE SHEET TITLE: MIXES. SEE RESTORATION PLAN FOR APPROPRIATE EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION CONTROL GREATER THAN 50' FROM ANY DISCHARGE POINT, SECONDARY EROSION AND SEED MIX. MEASURES. MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS 2• "STOCK PILE AREA 1" SHALL BE MOVED TO "STOCK PILE AREA 2" EXISTING CONTOUR B. DWARF GRASS MIX (MIN. 100 LB./AC.) MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN FOLLOWING THE EXCAVATION CUT ACTIVITIES. SEDIMENT 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT EXISTING TREE CONTROL 2. CREEPING RED FESCUE (20% BY WEIGHT) DUST CONTROL MEASURES INCLUDING THE APPLICATION OF A REACHES 50% OF THE CAPACITY. NG, PORTA-POTTY,3. THE "STAGING, EQUIPMENT MAINTENANCE, FUELING, PLAN C. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) FINE SPRAY OF WATER, PLASTIC SHEETING, STRAW MULCHING, AND SOLID WASTE AREA 1" SHALL BE MOVED LI "STAGING, 6 METAL CHAIN LINK TREE PROTECTION OR OTHER APPROVED MEASURES. 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT FENCE SECURED WITH 8' METAL POSTS. 1. ANNUAL RYEGRASS (40% BY WEIGHT) EQUIPMENT MAINTENANCE, FUELING, PORTA-POTTY, AND SOLID 2. TURF-TYPE FESCUE (60% WEIGHT) " "CUT" SETBACK A MINIMUM 1' FOR EVERY INCH 0BY BE TRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS WASTE AREA 2FOLLOWING EXCAVATION CUTACTIVITIES. ( ) 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE SHALL BE PICKED UP AND DISPOSED IN THE TRASH. DIAMETER OF TREE I 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE SHALL HAVE THE SURFACE ROUGHENED BY MEANS DDURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN 4. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" ,: c SEDIMENT FENCE TRACK-WALKING OR THE USE OF OTHER APPROVED BUT NOT LIMITED TO, TIRE WASHES, STREET SWEEPING, AND RUN-OFF INTO THE STORM WATER SYSTEM. SHALL BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED BEDDING VACUUMING MAY BE BE REQUIRED TO INSURE THAT ALL PAVED FINISHED GRADE AS SHOWN ON THESE PLANS. DRAWN BY: BTS AND REDUCES RUN-OFF VELOCITY. AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROPOSED DRAINAGE FLOW PROTECTION TO PREVENT RUN-OFF FROM REACHING 5. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" 1 CHECKED BY: TWM 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE 9• ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE DISCHARGE POINTS. SHALL BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. PROTECTED THROUGH THE USE OF APPROVED INLET Q SHEET: THE ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA PROTECTION MEASURES. ALL INLET PROTECTION MEASURES 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE 6. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND CATCH BASIN SEDIMENT FILTER BAG SEEDING WITH APPROVED MIX AND APPLICATION RATE. ARE TO BE REGULARLY INSPECTED AND MAINTAINED AS POINTS WHEN APPLYING SEAL COAT, TACK COAT, ETC. TO LANDSCAPED PRIOR TO THE STORM WATER SYSTEM FUNCTIONING 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: NEEDED. PREVENT INTRODUCING THESE MATERIALS TO THE STORM AND SITE PAVING. EC3.0 COVERING EXPOSED SOIL WITH PLASTIC SHEETING, STRAW WATER SYSTEM. CONSTRUCTION ENTRANCE MULCHING, WOOD CHIPS, OR OTHER APPROVED MEASURES. 10. SATURATED MATERIALS THAT ARE HAULED OFFSITE MUST BE 7. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE PAVING ACTIVITIES. THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME 0 CONCRETE WASH OUT 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. "DRY WEATHER" CONSTRUCTION. "WET WEATHER" JOB N0. STABLE LOCATION AND CONFIGURATION. DURING "WET CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN WEATHER" PERIODS, STOCKPILES SHALL BE COVERED WITH OCTOBER 1ST AND MAY 31ST. REVISED - MARCH 9, 2018 2150559'00 REQUIREDPLASTIC AROUND THE HEETING OR SPE IMETERTRAW COF THH. E MSTOCKPILE.ENT FENCE IS SUBMITTED FOR PERMIT - NOVEMBER 21, 2017 215055900\4-DRAWINGS\CIVIL\559-EC3.0.DWG BTS 03/07/18 13:15 1:80 Architecture Interiors R Planning Engineering ANGLE FILTER FABRIC FENCE TO ASSURE SOIL IS TRAPPED :1 A--BAP FER SAS REM'JVA-� Portland, OR CATSa BASIN GRATE — 503.2249560 Vancouver,WA - 360.695.7879 Seattle, WA 206.749 9993 INTERLOCKED 2"x 2 _ Posrs AND ArrncH PLAN VIEW AT; -� n�•S,\�� •, www.mcknze.com NOT TO SCALE \� , EX=,_NS _STRA '\T MACKENZIE DESIGN DRIVEN 1 CLIENT EDCIISED USE STITCHED LOOPS ' 3' MINIMUM •� �' -'� �� OVER 2"x 2" POSTS NOTES Client FROM TOE SLOPEDEACONDEACONj � " •• - - w r( 1 BURY :3or_cV of FLLTER FABRIC6" DEVELOPMENT✓FRT CALL Y BGLOW FINISHED GRADE ' 2._6,. 2 2"x 2" FIR PINE OR STEEL FEE �MP N POSTS -0" STORM PIPE _ 3 POSTS TO BE INSTALLED ON UPHILL SIDE OF SLOPE I 4 OMPA T BOTH SIDES DF FI 901 NE GLISAN ST.TER SUITE 100 PORTLAND OR 97232 6" r FABRIC TR ST B . r a , ��/ '� 5 PANELS MJaT BE PLACED CYT ' ACCORDING TO SPAC-N� ON DETAIL FILTER FABRIC _ MATERIAL 36" II NO 940 _ I WIDE ROLLS, I PROFILE NOT TO SCALE / Project TRIANGLE POINTE t FILTER SACK 133333 SW 68TH S' FILTER FABRIC MATERIAL PARKWAY 2'-6" 36" WIDE ROLLS /CATCH BASIN INSERT TIGARD, OR 97223 4'-0' � " o�� � 55 eO 6" NOTE: 6'MAXIMUM SPACING L FOR FURTHER INFORMATION RECESSED CURB INLET CRTC BASINS FOR FURTHER INFORMATION 4" PQQ SQ.� / ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE 4" TO 6" 2g. /VPR FRONT VIEW CHAPTER 4 OF CLEAN WATER MUST BE BLOCKED WHEN USING FILTER CHAPTER 4 OF CLEAN WATER QUARRY SERVICES EROSION FABRIC INLET SACKS. SIZE OF FILTER VEROSION PREVENTION SPALLS NOT TO SCALE ANDSEDIMENT CONTROLANDSEDIMENTCONTROL .�, MN y�s>:Ns+ PLANNING AND DESIGN MANUAL FABRIC INLET SACKS TO BE DETERMINED �1 BY MANUFACTURER. PLANNING AND DESIGN MANUAL. MAX 2:1 GRAVEL � RAMP, TYP �i N 62 INLET PROTECTION RUMBLE RACK CONSTRUCTED 9T �� OF STEEL PANEL WITH RIDGES � �•.\ SEDIMENT FENCEC1eanWaterServices C1eanWate� Services GEOTEXTILE REINFORCEMENT Ew W. 0 TYPE 5 REQUIRED, LAID UPON EXISTING PAVEMENT PROVIDE FULL WIDTH OF (EXPIRES: 12/31/191 8" MIN. DEPTH INGRESS/EGRESS AREA 1 CWS DWG. NO. 876 2 CWS DWG. NO. 920 3 CONSTRUCTION ENTRANCE W/ EXIT GRID MACKENZIE 2018 N.T.S. ( N.T.S. N.T.S. Nrar © ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: Z 10' 2m REVISIONS REVISION DELTA 5THIS CLOSING DATE �o SHEET 1 IN PROGRESS ECO PAN CONCRETE TRUCK WASH-OUT. SEE PLANS FOR LOCATION. o At fA r %6 SHEET TITLE: 10. EROSION AND I SEDIMENT 26"�\ / CONTROL DETAILS NOTES: SECTION A-A 1. CONCRETE WASHOUT AREA. LOCATED SO RUNOFF CANNOT ENTER STORM SYSTEM. IF WASH-OUT CANNOT BE LOCATED MINIMUM OF 50' FROM ENTRY TO STORM SYSTEM, THEN DRAWN BY: BTS SECONDARY MEASURES SUCH AS BERMS AND TEMPORARY SETTLING PITS MAY BE REQUIRED. CHECKED BY: TWM 2. CONTRACTOR SHALL CLEAN OUT CONCRETE TRUCK WASH-OUT SHEET: AREA WHEN DEPTH REACHES 1'. 3. CONTRACTOR SHALL INSTALL AN IMPERVIOUS BOUNDARY TO EC4,0 PREVENT CONCRETE FROM PENETRATING SOIL. 4 CONCRETE WASHOUT JOB NO. N.T.S. 2150559.00 SUBMITTED FOR PERMIT - NOVEMBER 21, 2017 215055900\4-DRAWINGS\CML\559-EC4.0.DWG BTS 03/07/18 10:25 1:1 TRIANGLE POINTE DEVELOPER DEACON DEVELOPMENT GROUP CONTACT: RYAN SCHERA Architecture Interiors PEDESTRIAN PUSHBUTTON REVISIONS 901 NE GLISAN ST., SUITE 100 PORTLAND, OR 67232 Planning Engineering PHONE: (503) 297-8997 TIGARD, OREGON ODOT #6943 ENGINEERING SURVEYOR Portland, OR MACKENZIE ZTEC ENGINEERS, INC. 503.224.9560 CONTACT:RALPH HENDERSON CONTACT: CHRIS FISCHBORN 1515 SE WATER AVENUE 3880 SE 8TH AVE., SUITE 280 360.695.78 Vancouver, WA PORTLAND, OR 97239 PORTLAND, OR 97202 PHONE: (503) 224-9560 PHONE: (503) 235-8795 Seattle,WA FAX: (503) 228-1285 FAX: (503) 233-7889 206.749.9993 www.mcknze.com SHEET INDEX MACKENZIE II // pE51GN DRIVEN I CLIENT FOCUSED `l�//� RO COVER SHEET Client �N R1 ENLARGED PLANS (PHASE 1) DEVELOPMENT CROUP id NE CdLISAN ST. GENERAL NOTES SUITE 100 �• I i i i i i �� PORTLAND, OR 97232 1. ERRORS AND OMISSIONS ARE THE RESPONSIBILITY OF THE "ENGINEER OF ` °• RECORD". IF ERRORS OR OMISSIONS ARE FOUND AFTER THE PERMIT HAS —'— —'— —! —! — BEEN ISSUED, THE PERMITTEE OR ITS CONTRACTOR SHALL CONTACT THE \ : ENGINEER OF RECORD (RALPH HENDERSON) OF MACKENZIE AT Project S 503-224-9560) TO HAVE THE CORRECTIONS MADE. ALL CHANGES WILL TRIANGLE POINTE REQUIRE THE APPROVAL OF ODOT PRIOR TO THE WORK BEGINNING. 13333 SW 68TH 2. THE CONTRACTOR SHALL HAVE AT ALL TIMES ON-SITE, THE APPROVED PARKWAY CONSTRUCTION DRAWINGS & SPECIAL SPECIFICATIONS, OREGON STANDARD n `(�Rp� OR 97223 ' . SPECIFICATIONS & STANDARD DRAWINGS, AND ALL OTHER APPLICABLE SPECIFICATIONS BOOKS AND MANUALS. ELECTRONIC EQUIVALENT ARE \�\ \ '/ ACCEPTABLE. \ ` � � •,� 3. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THESE DRAWINGS AND THE APPLICABLE REQUIREMENTS OF THE 2017 EDITION OF THE OREGON STANDARD CONSTRUCTION SPECIFICATIONS AND ALL ON REVISIONS AND SPECIAL SPECIFICATIONS. 4. A PRE-CONSTRUCTION CONFERENCE WITH ODOT STAFF AND AN APPROVED g'� �PRp `S� `� O N TEMPORARY TRAFFIC CONTROL PLAN (ISSUED IN CONJUNCTION WITH A W . STREET /SIDEWALK CLOSURE PERMIT) ARE REQUIRED BEFORE COMMENCING WORK. SEE PERMIT FOR SCHEDULING A PRE-CONSTRUCTION CONFERENCE X �� AND ACQUISITION OF THE TTCP. A OREGON 2 8W MCDONALD 8r. I K NIBS WAY `\ ">'� Y• 11. �� , II 5. ELEVATIONS BASED ON WASHINGTON COUNTY BM #379, OSHD BRASS DISC oy t�Q ON OVERPASS OF HWY 217 OVER I-5, S.W. CORNER (Z 614) ELEV.=204.18 . .HENS 1 OWBOWrAAD. \� 6. ATTENTION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW RULES (EXPIRES: 6/30/19 co ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES 8CALE- KT.& �� co ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. MACKENZIE 2018 \ VICINITY MAP YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING © ALL RIGHTS RESERVED�� �\ 1/1 Q 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU THESE DRAWINGS ARE THE PROPERTY MAY CONTACT THE CALL CENTER. YOU MUST NOTIFY THE CENTER AT 440OF MACKENZIE AND ARE NOT TO BE LEAST 2 BUSINESS DAYS, BUT NOT MORE THAN 10 BUSINESS DAYS, USED OR REPRODUCED IN ANY MANNER, BEFORE COMMENCING AN EXCAVATION. CALL 811 OR 1-800-332-2344 WITHOUT PRIOR WRITTEN PERMISSION 7. CONTRACTOR MAY USE CONCRETE OR ASPHALT CONCRETE FROM THE REVISIONS: PRE-APPROVED MIX DESIGNS LIST IF AVAILABLE. IF NOT, THE z CONTRACTOR WILL NEED TO SUMBIT A MIX DESIGN FOR APPROVAL. of REVISIONS REVISION DELTA '» THIS CLOSING DATE 8. ALL WORK WITHIN I-5 RIGHT OF WAY SHALL MEET ODOT REQUIREMENTS ro SHEET AND BE APPROVED BY ODOT INCLUDING THE TEMPORARY TRAFFIC 1 X IN PROGRESS CONTROL PLAN (TTCP). NOTICE EXCAVATORS: TO ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIESCALLING THE RULES BY CANG THECENTEIL /I� (NOTE THE TELEPHONE NUMBER FOR 1 SITE MAP THE OREGON UTILITY NOTIFICATION RO SHEET TITLE: zo o �o zo 4o ao COVER CENTER IS (503)-232-1987). SHEET POTENTIAL UNDERGROUND FACILITY OWNERS ( IN FEET ) 1 inch = 20 ft. Dig Safely. Call the Oregon One-Call Center DIAL 811 or 1-800-332-2344 DRAWN BY: VSN EMERGENCY TELEPHONE NUMBERS CHECKED BY: RJH NW NATURAL GAS SHEET: M—F lam—bpm 503-226-4211 ExL4313 AFTER HOURS 503-228-4211 PGE 503-464-7777 R 0 i QWEST 1-800-573-1311 CITY BUREAU OF YANIENANCE 503-823-1700 CITY WATER 503-823-4874 C^�Cn VERIZON 1-800-483-1000 JOB NO.2150559.00 REVISED — MARCH 9, 2018 , SUBMITTED FOR PERMIT - NOVEMBER 21, 2017 .215055900. C:\TEMP\ACPUBUSH-8276\559-RO.DWG KN 03/08/18 13:31 1:100 LEGEND REMOVE EXISTING PUSHBUTTON. PLUG HOLE IN POLE PER COOT STANDARDS. Architecture Interiors p1 INSTALL PHASE (Ph=PHASE) PEDESTRIAN PUSHBUTTON WITH MOUNT. Planning Engineering 1 ur.. 1 : :�: • E D AlL 2/R ; � INSTALL 12" PUSHBUTTON EXTENSION. i 1 Portland,OR 503.224.9560 = SEE ON—SITE PLANS FOR Vancouver, WA v 1, SIDEWALK CONTINUATION 360.695.7879 • e� 0 \ Seattle, WA 1a `; 206.749.9993 04 87 MATCH www.mcknze.com MACKENZIE ` EE DE IL /R Z N �� D of„"" DRIVEN CLIENT FOCUSED Client DEACON r mm / DEVELOPMENT W ° p 1 ` ° GROUP (L � 1 t MATCH 901 NE OLI3AN ST. SUITE 100 I I EX_ R_O.w 1 PORTLANDS OR 97232 Project t -� \ \ 3333 8TH PARKWAY TIGARD, OR 97223 PROJECT AREA 2 SIDEWALK CONNECTION SCALE: 1"=20' SCALE: 1"=5' PAOF 0 �OIN88 -A OREGON 2 y 14R.HEN�� 1EXPIRES: 6/30/19 © MACKENZIE 2018 ALL RIGHTS RESERVED J THESE DRAWINGS ARE THE PROPERTY 04.9 OF MACKENZIE AND D OR REPRODUCED ARE NOT TO BE USED ANY MANNER, ATCH WITHOUT PRIOR WRITTEN PERMISSION MA H MATCH REVISIONS: o< REVISIONS REVISION DELTA \ PROTECT AND MATCH TO 5o SHEET PROTECT CLOSING DATE EXISTING BOLLARD FOUNDATION 1 X IN PROGRESS PUSHBUTTON EXTENSION EX EXTENSION 1 • SAWCUT AND REMOVE EXISTING ASPHALT. 05.0 EGRADE, INSTALL NEW MATCH B SE ROCK AND RE—PAVE REPAVE 4'X4' LANDING AT TO GRADES INDICATED 1J% SLOPE MAX. SEE M T HELEVATIONS ON DETAIL 3/R1. MATCH EXISTING I I SHEET TITLE: ------// 1� CROSSWALK / ENLARGED NEW PAVEMENT SECTION STRIPING TO BE 3” AC OVER 6" Zr' - PLANS J"-0 OR MATCH EXISTING, WHICHEVER IS GREATER. PHASE 1 PROTECT EXISTING — — — CONCRETE LEVELING PAD SIGNAL PEDESTRIAN DRAWN BY: VSN 3PUSHBUTTON REVISIONS 4 12" PUSHBUTTON EXTENSION ELEVATION OCHECKED BY: RJH F SCALE: 1"=5' R1 NOT TO SCALE rt&N SHEET: R1 0 JOB NO.2150559.00 THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON REVISED - MARCH 9, 2018 THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: SHOWN O ASSOCIATES DATE: SUBMITTED FOR PERMIT - NOVEMBER 21, 2017 215055900\4-DRAWINGS\CML\559-RI.ON VSN 03/08/18 13:30 1:10 �.� i �� _•—.— _ _ — _• _ 85 ----- ------- \ �• 84 82 _ 81 _ ' Architecture - Interiors 91 VEGETATED CORRIDOR ENHANCEMENT PLANTING AREA. EVENLY Planning -< Engineering DISTRIBUTE PLANT SPECIES THROUGHOUT AREA IN GROUPS OR _ ___ /' SINGLES FOR A NATURALLY APPEARING PLANTING SCHEME. 000000 0 00' r 36 BREAK IN SLOPE I i I 1 92 _ — _—_� _ CONTRACTOR SHALL FIELD ADJUST PLANTING AS NECESSARY TO 1 j AVOID DISTURBANCE TO EXISTING NATIVE VEGETA110N/TREES, SOIL HYDROLOGIC CONDITIONS, AND TOPOGRAPHY. REFER TO � VI-r-1-1197 . . _-+-� � �� _ / I PLANT SCHEDULE ON THIS SHEET AND REPORT AND EXHIBITS ' Portland, OR 33 / + } } +++ ,%. . .+.'. .++' ;r.'.:! .+.+.+} . .t1+ + - DONE BY PACIFIC HABITAT SERVICES DATED 10/21/2016. 503.224.9560 + + + �.r.c�,,� .- r rb. . . + + , .oqp. . + . . + . . . . . ... 1 Vancouver, WA . . . + . . . . . . . . . . . . . y + + + + + + + + { + + . . + 360.695.7879 aw- +�� . . . . . + . . + { . . . . . y. . , + + + + + y,t + + . +� + + i/ + r-r 4.W-4 ++++++++ . + . + #L, $�,t ,... +.� + + # r + —r.. Seattle, WA + . + + . + +.,... .r-,, ,+ + + + . . . + + + .�p 206.749 9993 Ague �. � r ±'�-•-- + r- rd w .� + - + + . . . . . + } + + + + + + . + { + + + . . . . + . + + . 146 . . + + + . + . . ,� wwW.mcknze.com + + . + + + + + +++ +++++++ + + + + + + . . + + . + + + + + + i + + + + + — L + + 1 + }7+ + + + + + + + + . + + 4 + + } + + 1" + + + + + + + + + +� + { + + + + + } + + + + . + . + + + + . + + + + + . + } + } + { + + } . MACKENZIE� + + + + + + + + . . + . + . . . + + + + + + + + + } + r + + + + +� 4 i DESIGN DRIVEN CLIENT FOCUSED R + + 4 } . { + + i + } } + . . + 4 + } + + } + . . + i } + +� } 4 4 + . + + { i 3 .+++�}} + + + + + + + + +��...�. �� � + + + + + + � . . . . . . . _i1++ + + + . . + + + + . + + } + + ♦ + + + + .,� + = Client } . + + + + + +.,.. DEACON �1 + Z GROUPDEVIELrMEI\1 2 m /V�fp1V��V�rp i�__ -- -- -- -- -- Ci) 901 NE GLISAN ST. SUITE 100 �C g m PORTLAND, OR 97232 m Project TRIANGLE POINTE I E 13333 SW 68TH i l l l l I I i l l l PARKWAY TIGARD, OR 97223 LJI I I I I I I I _ I 12 N I I I I �. I I I I I ( � I I I I I � LI �✓ I N � - - _ I � T e71977J� i llll . .uini ... iiviui IIII � — ---- _ C' — t-I'YcIRMuswnLu 4.� - 1- ' - -- - - 2�6 - �{� - - - - - - - - - - - - - � OREGON 5 "C `ti.o 06/06/13 V ( O O G D O -J HIGHWAY 217 ' MACKENZIE 2017 © ALL RIGHTS RESERVED r ' SCALE: 1 "=3OI THESE DRAWINGS ARE THE Y OF MACKENZIE AND ARE NOTOT TO TO BBE USED OR REPRODUCED IN ANY MANNER, s, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: z VEGETATED CORRIDOR ENHANCEMENT AND MITIGATION PLANT SCHEDULE - AF- REVISION DELTA 5;-1 CLOSING DATE +`+"+`+T+ PLANTING SPECIFICATIONS FOR THE 24,873 SF OF VEGETATED CORRIDOR ENHANCEMENT. PLUS 297 SF OF VEGETATED CORRIDOR wo + ++ { ENCROACHMENTS AND MIT1GA110N. TOTAL PLANTING AREA = 25.170 SF- (PLANTING SCHEDULE AND QUANTITIES PROVIDED BY PHS) + + + MARCH 9, 2018 TREES (TOTAL 40) - PLANT IN GROUPS IN OPEN AREAS QUANTITY SCIENTIFIC NAME COMMON NAME SIZE* SPACING/SEEDING RATE 20 ACER MACROPHYLLUM BIGLEAF MAPLE 2 GAL. 10' O.C. 20 PSEUDOTSUGA MENZIESII DOUGLAS-FIR 1 GAL. 10' O.C. SHRUBS (TOTAL 1,260) WANTITY SCIENTIFIC NAME rOMMON NAME SIZE* SPACING/SEEDING RATE 252 ACER CIRCINATUM VINE MAPLE 1 GAL. 4'-5' O.C. 252 POLYSTICHUM MUNITUM PINELAND SWORD FERN 1 GAL 4'-5' O.C. 252 HOLODISCUS DISCOLOR OCEANSPRAY 1 GAL. 4'-5' O.C. SHEET TITLE: 252 RUBUS PARIFOLIUM THIMBLEBERRY 1 GAL. 4'-5' O.C. 252 SYPHORICARPUS ALBUS SNOWBERRY 1 GAL. 4'-5' O.C. VEGETATED SEED MIX CORRIDOR QUANTITY SCIENTIFIC NAME COMMON NAME Ste* SPACING/SEEDING RATE PLANTING PLAN AS NEEDED BROMUS CARINATUS NATIVE CALIFORNIA BROME SEED 10 LBS PLS/ACRE (NORTH) FOR BARE ELYMUS GLAUCUS BLUE WILDRYE SEED 10 LBS PLS/ACRE SOIL AREAS FESTUCA RUBRA VAR. RUBRA NATIVE RED FESCUE SEED 5 LBS PLS/ACRE > 25 SF LUPINUS POLYPHYLUS LARGE-LEAFED LUPINE SEED 8 LBS PLS/ACRE * BARE ROOT PLANTS MAY BE SUBSTITUTED FOR CONTAINER PLANTS BASED ON AVAILABILITY. IF BARE ROOT PLANTS DRAWN BY: TEB ARE USED, THEY MUST BE PLANTED DURING THE LATE WINTER/EARLY SPRING DORMANCY PERIOD. AKS ENGINEERING & FORESTRY, LLC 9600 NE 126TH AVE STE 2520 CHECKED BY: KAH VANCOUVER, WA 98682 SHEET: Nom: REFER TO SHEET L2.1 FOR VEGETATED CORRIDOR PLANTING AND MAINTENANCE PLAN NOTES. P: 360.882.0419 F: 360.882.0426 aks—e g.com ENGINEERING EER L2mO ENGINEERING • SURVEYING • NATURAL RESOURCES FORESTRY• PLANNING•LANDSCAPE ARCHITECTURE AKS PROJECT#-5692 C^GC M0 REVISED - MARCH 9, 2018 JOB NO.2150559.00 SUBMITTED FOR PERMIT - NOVEMBER 21, 2017 (903 DF .. 202 18 1 _�--` �----------% 201 187 fl...+:. •: ��___ I 4e.,`. �:� :' '✓ ' Architecture m Interiors 1 : ' Planning Engineering x,00 0: .Fl .'i...5 ✓ \ / 198 +9 503.224,9560 ° , Portland, OR 1 503.224.9560 . + + _• Vancouver, WA VEGETATED CORRIDOR ENHANCEMENT PLANTING AREA. EVENLY '+`+++ / 360.695.7879 DISTRIBUTE PLANT SPECIES THROUGHOUT AREA IN GROUPS OR + + O Seattle, WA ' SINGLES FOR A NATURALLY APPEARING PLANTING SCHEME. +++ 19 F 206.749.9993 CONTRACTOR SHALL FIELD ADJUST PLANTING AS NECESSARY TO **+ ++ AVOID DISTURBANCE TO EXISTING NATIVE VEGETATION/TREES, ��!* *+ * $ www.mcknze.com SOIL HYDROLOGIC CONDITIONS, AND TOPOGRAPHY. REFER TO +++* *.. . 184 M AC K E N Z I E ;: C BREAK IN SLOPE PLANT SCHEDULE ON SHEET L2.0 AND REPORT AND EXHIBITS CIJJ '+++++� \ DONE BY PACIFIC HABITAT SERVICES DATED 10/21/2016. //++ �+ Q DESIGN DRIVEN 1 CLIENT FOCUSED 161 \ Client 185 r+++++ + + + +y�59,1 W + + ,• + + + + 153x + + ' � DEACON LLI + + + + + + � \ _ _ 119 �� '+++++'+� *'+* 151 \ - 118 _ 120 i.,� •r . . + + :f' DEVELOPMENT * �— ,� ,�„ + + + + + + + +.. GROUP � ' + `+ + + + 152 �� - _121_ _ - + + + + + + 00 6 Dal + ++ t 901 NE GL.ISAN ST. LLI ++ + +i i � . . 77 -ilm + + 122'... . f SUITE 1100 + + + + + + + D \ PORTLAND, OR 97232 + Project IN � ,�� TRIANGLE POINTE ����� 13333 SW 68TH R i PARKWAY TIGARD OR 97223 rilini III , ImIIIIIIIIqu IIII tt II IIII �� _ --- • .� 79�� Uifl III II 1111111 II III _ _ - - - III I II - - - - - - - - - - - - - - - - - - 174 175 r kiesnaHAUS OREGON 06/06/13 HIGHWAY 217 © MACKENZIE 2017 ALL RIGHTS RESERVED SCALE: 1 'I=30' THESE DRAWINGS ARE THE PROPERTY rb' -� OF MACKENAND ARE NOT TO BE USED OR REPRODUCED DUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION PLANTING NOTES (PER CWS DESIGN & CONSTRUCTION STANDARDS. APPENDIX A PLANTING REQUIREMENTS. JUNE 2007)H MAINTENANCE PLAN: REVISIONS: z 0515 REVISION DELTA 1. CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE SITE AND REQUIREMENTS AND STANDARDS OF CLEAN WATER SERVICES DESIGN AND CONSTRUCTION MANUAL, APPENDIX A AND COMPLYING WITH ALL 1. CLEAN WATER SERVICES REQUIRES A TWO—YEAR MAINTENANCE PERIOD FOR VEGETATED CORRIDOR ENHANCEMENT. INVASIVE SPECIES CONTROL IS TO BE CONDUCTED sW CLOSING DATE APPLICABLE STANDARDS. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLEAN WATER SERVICES SERVICE PROVIDER LETTER (SPL) FROM PACIFIC HABITAT SERVICES AND COMPLYING WITH ALL CONDITIONS NOTED THEREIN. TWICE PER YEAR (BY JUNE 1 AND SEPTEMBER 30) BASED ON THE SITE INSPECTIONS. ADDITIONAL SEASONAL MAINTENANCE SHALL BE DETERMINED BY SITE MONITORING 2. PRIOR TO ANY SITE CLEARING, GRADING, OR CONSTRUCTION, THE VEGETATED CORRIDOR AND WATER QUALITY SENSITIVE AREAS SHALL BE SURVEYED, STAKED, AND TEMPORARILY FENCED PER THE APPROVED EROSION CONTROL PLAN. AND SHALL INCLUDE BUT NOT BE LIMITED TO PRUNING, PLANT REPLACEMENT, AND IRRIGATION SYSTEM OPERATION, MAINTENANCE, AND WINTERIZATION. � MARCH 9, 2018 DURING CONSTRUCTION THE VEGETATED CORRIDOR SHALL REMAIN FENCED AND UNDISTURBED EXCEPT AS ALLOWED BY CWS R&0 07-20, CHAPTER 3. 2. PLANT SURVIVAL: CLEAN WATER SERVICES' SUCCESS CRITERION FOR VEGETATED CORRIDOR ENHANCEMENT IS 80% SURVIVAL OF TREE AND SHRUB PLANTINGS DURING THE TWO YEARS FOLLOWING PLANTING. THE VEGETATED CORRIDOR LANDSCAPING SHOULD BE MONITORED ANNUALLY IN THE SPRING OR FALL TO ASSESS SURVIVAL OF TREE 3. IF THERE IS ANY ACTIVITY WITHIN THE SENSITIVE AREA, THE APPLICANT SHALL GAIN AUTHORIZA11ON FOR THE PROJECT FROM THE OREGON DEPARTMENT OF STATE LANDS (DSL) AND US ARMY CORPS OF ENGINEERS (USACE). THE AND SHRUB PLANTINGS. IF ANY MORTALITY IS NOTED ON THE SITE, THE FACTOR LIKELY TO HAVE CAUSED MORTALITY OF PLANTINGS IS TO BE DETERMINED AND APPLICANT SHALL PROVIDE CWS OR ITS DESIGNEE (CITY OF TIGARD) WITH COPIES OF ALL DSL AND USACE PROJECT AUTHORIZATION PERMITS. CORRECTED IF POSSIBLE. IF SURVIVAL FALLS BELOW 80% AT ANY TIME DURING THE TWO—YEAR MAINTENANCE PERIOD, THE PLANTINGS SHALL BE REPLACED AND OTHER CORRECTIVE MEASURES, SUCH AS ADDITIONAL MULCHING OR IRRIGATION, MAY NEED TO BE IMPLEMENTED. IF REPLANTING IS NECESSARY, THE MAINTENANCE PERIOD WILL 4. INVASIVE SPECIES CONTROL CONSISTENT WITH CLEAN WATER SERVICES' INTEGRATED VEGETATION AND ANIMAL MANAGEMENT GUIDE (IVAM) IS REQUIRED PRIOR TO INSTALLING NEW ENHANCEMENT PLANTINGS. DURING REMOVAL OF BE EXTENDED FOR TWO YEARS FROM THE DATE OF REPLANTING. INVASIVE VEGETATION CARE SHALL BE TAKEN TO MINIMIZE IMPACTS TO EXISTING NATIVE TREE AND SHRUB SPECIES. 3. INVASIVE SPECIES TO MONITOR FOR INCLUDE, BUT ARE NOT LIMITED TO: HIMALAYAN BLACKBERRY (RUBUS AMENIACUS), REED CANARYGRASS (PHALARIS ARUNDINACEA), 5. PLANTINGS SHOULD PREFERABLY BE INSTALLED BETWEEN FEBRUARY 1 AND MAY 1 FOR BARE ROOTS AND SEEDS AND BETWEEN OCTOBER 1 AND NOVEMBER 15 FOR CONTAINERS. BARE ROOT PLANTS MUST BE INSTALLED DURING TEASEL (DIPSACUS FULLONUM), CANADA AND BULL THISTLE (CIRSIUM ARVENSE AND C. VULGARE), SCOTCH BROOM (CYTISUS SCOPARIS), PURPLE LOOSESTRIFE (LYTHRUM THE LATE WINTER/EARLY SPRING DORMANCY PERIOD. CONTAINERIZED PLANTS MAY BE INSTALLED AT OTHER TIMES OF THE YEAR, HOWEVER ADDITIONAL MEASURES (I.E. DEEP MULCHING, POLYMER SOIL ADDITIVES PLUS WATERING, SALICARIA), JAPANESE KNOTWEED (POLYGONIUM CUSPIDATUM), MORNING GLORY (CONVOLVULUS SPECIES), GIANT HOGWEED (HERACLEUM MANTEGAllIANUM), ENGLISH IVY ETC.) MAY BE NECESSARY TO ENSURE PLANT SURVIVAL DURING THE TWO—YEAR MAINTENANCE PERIOD. (HEDRA HELIX), NIGHTSHADE (SOLANUM SPECIES), AND CLEMATIS (CLEMATIS LIGUSTICIFUA AND C. VITALBA) AND OFTEN INVASIVE SPECIES NOTED IN PACIFIC HABITATS SHEET TITLE: 6. IRRIGATION IS NECESSARY FOR THE SURVIVAL OF THE VEGETATED CORRIDOR ENHANCEMENT PLANTINGS AND SHALL USED DURING THE TWO—YEAR MAINTENANCE PERIOD. WATERING SHALL BE PROVIDED AT A RATE OF AT LEAST REPORT/EXHIBITS. REMOVAL AND CONTROL OF INVASIVE SPECIES SHALL CONFORM TO CLEAN WATER SERVICES STANDARDS; REFER TO CWS IVAM GUIDANCE MANUAL. VEGETATED ONE—INCH PER WEEK BETWEEN JUNE 15 AND OCTOBER 15 AND AS REQUIRED TO ENSURE HEALTHY PLANT ESTABLISHMENT. CORRIDOR PLANTING PLAN 7. PLANTING, SOIL PREPARATION, AND SEEDING SHALL BE PERFORMED DURING OPIMAL WEATHER CONDITIONS TO MINIMIZE SEDIMENT IMPACTS. SITE DISTURBANCE SHALL BE MINIMIZED AND NATIVE VEGETATION RETAINED WHERE (SOUTH) POSSIBLE. MAINTENANCE CONTACT 8. A MINIMUM OF 12" OF NATIVE TOPSOIL IS REQUIRED BY CWS. EXISTING TOPSOIL ON SITE SHALL BE PROTECTED FROM CONTAMINATION, COMPACTION, AND OTHER DISTURBANCE DURING CONSTRUCTION ACTIVITY TO MAINTAIN SOIL RYAN SCHERA, DEACON DEVELOPMENT, LLC INTEGRITY. TOPSOIL SHALL BE NO FREE OF NON—NATIVE INVASIVE SEED BANKS OR PLANTS REFER TO CWS IVAM MANUAL FOR INVASIVE SPECIES REMOVAL STANDARDS. (503) 297-8791 ryon.schera®deacon.com 9. CONTRACTOR SHALL FIELD ADJUST PLANTINGS ON SITE AS REQUIRED TO AVOID CONFLICTS NTH NATIVE EXISTING VEGETATION AND OTHER SITE FEATURES. PLANT PLACEMENT SHALL BE CONSISTENT WITH NATURALLY OCCURRING PLANT COMMUNITIES; PLANT PLACEMENT AND SEEDING SHALL PROMOTE MAXIMUM VEGETATIVE COVER TO MINIMIZE WEED ESTABLISHMENT. PLANT AND SEED REQUIREMENT IS TO ACHIEVE 100% AERIAL COVERAGE AT MATURITY. DRAWN BY: TEB 10. PLANTINGS SHALL BE MULCHED A MINIMUM OF THREE INCHES IN DEPTH AND 18 INCHES IN DIAMETER TO RETAIN MOISTURE AND DISCOURAGE WEED GROWTH AROUND NEWLY INSTALLED PLANT MATERIAL. MULCH SHALL BE OF A AKS ENGINEERING & FORESTRY, LLC SHEET: TYPE APPROVED BY CWS SUCH AS COMPOSTED BARK OR LEAVES THAT HAVE NOT BEEN CHEMICALLY TREATED. MULCH SHALL BE AVOIDED IN FREQUENTLY INUNDATED AREAS TO AVOID MIGRATION OF MULCH INTO WATER—WAYS AND 9600 NE 126TH AVE STE 2520 CHECKED BY: KAH LEACHING OF NUTRIENTS. VANCOUVER, WA 98682 P: 360.882.0419 11. TREE AND SHRUB PLANTINGS SHALL BE PROTECTED FROM WILDLIFE DAMAGE (E.G. BEAVER, NUTRIA) BY INSTALLING TREE—PROTECTOR TUBES OR WIRE MESH CYLINDERS AROUND NEWLY INSTALLED PLANTINGS UNLESS OTHERWISE F: 360.882.0426 DIRECTED BY PACIFIC HABITAT SERVICES OR CWS. aks—eng.com %9 L201 12. IRRIGATION: IRRIGATION FOR THE VEGETATED CORRIDOR SHALL CONSIST OF A TEMPORARY SYSTEM IF REQUIRED BY PACIFIC HABITAT SERVICES SOIL HYDROLOGY ASSESSMENT/CWS. CONTRACTOR SHALL PROVIDE A 'DESIGN—BUILD' ENGINEERING • SURVEYING • NATURAL RESOURCES PLAN WITH HEAD, VALVE, AND PIPE LAYOUT, DISTRICT—APPROVED DOUBLE CHECK VALVE, AND BATTERY OPERATED ZONE CONTROLS. OBTAIN LANDSCAPE ARCHITECT AND CITY APPROVAL OF PLAN PRIOR TO CONSTRUCTION. REFER FORESTRY•PLANNING•LANDSCAPE ARCHITECTURE TO CLEAN WATER SERVICES (CWS) DESIGN AND CONSTRUCTION STANDARDS MANUAL AND MAINTENANCE NOTED THIS SHEET. THE IRRIGATION SYSTEM SHALL BE SEPARATELY ZONED IN ORDER TO BE VACATED/DISCONNECTED AT THE END OF THE TWO—YEAR MAINTENANCE PERIOD AND ACCEPTANCE BY CWS. WATERING SHALL BE A AT MINIMUM RATE OF 1" PER WEEK FROM JUNE 1ST—OCTOBER 15TH AND AS REQUIRED FOR PLANT ESTABLISHMENT. THE AKS PROJECT#-5692 IRRIGATION SYSTEM SHALL BE WINTERIZED TO ASSURE LONGEVITY AND GUARD AGAINST DAMAGE FROM FREEZING TEMPERATURES. JOB N0. REVISED - MARCH 9, 2= 2150559.00 13. PLANT TAGGING FOR DORMANT SEASON IDENTIFICATION SHALL BE USED AS REQUIRED BY CWS. COLOR TAGS, SUCH AS SURVEYORS TAPE, COORDINATED BY PLANT SPECIES IS RECOMMENDED. SUM i i CV FOR PERMIT - NOVEMBER 21, 2017