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Plans (15) S 112017 -00032 TRIANGLE PARKING TIGARD OREGON ■ Architecture Interiors CONSTRUCTION PLANS Planning Engineering 7 _ _ - - -. - - - - - - Portland, OR "'`-� -- DEVELOPER PLANNING 503.224.9560 \ DEACON DEVELOPMENT LLC MACKENZIE Vancouver, WA \ \ , CONTACT: RYAN SCHERA CONTACT: SUZANNAH STANLEY\ \ 360.695.7879 901 NE GLISAN ST., SUITE 100 Seattle, WA ' 1515 SE WATER AVE 206.749.9993 �---- I PORTLAND, OR 97232 PORTLAND, OR 97239 28101DA00105 PHONE: (503) 297-8997 PHONE: 503-224-9560 www.mcknze.com FAX: 503-228-1285 \\ �CI LL1 MACKENZIE - > LANDSCAPE ARCHITECT SURVEYOR DESIGN DgIVEH CLIENT FOCUSED i--- 5'/ 1 iti \ y` _ _ AKS ITEC ENGINEERS, INC. Client CONTACT: TIM BAUER CONTACT: CHRIS FISCHBORN DEACON •.•' 9600 NE 126TH AVE 3880 SE 8TH AVE., SUITE 280 DEVELOPMENT \ ��••. Z SUITE 2520 PORTLAND, OR 97202 GROUP CIO \�•. •. dg, --.; \\ (0 I VANCOUVER, WA 98682 PHONE: (503) 235-8795 PHONE: 360-882-0419 FAX: (503) 233-7889 \ .••' .• I (0 FAX: 360-882-0426 901 NE CUBAN ST. •.. •.. - (CO SUITE 100 \ n+ \ PORTLAND, OR 97232 1101 0 CO ENGINEERING ARBORIST \ , 0 ! coMACKENZIE AKS \ ' , 01DA023e ��., c v, CONTACT: BAILEY SMOKE CONTACT: BRUCE BALD WIN OR GREG MING 12965 SE HERMAN RD, SUITE100 Project i ;''f. , 4? * * 1515 SE WATER AVENUE TUALATIN, OR 97062 TRIANGLE POINTE g \ PORTLAND, OR 97239 PHONE: (503) 563-6151 13333 SW 6ST�1 "` o''� _ _ PHONE: (D5,030 503) 224-956a PARKWAY ;d► Eiyd' �, FAX: (503) 228-1285 7 i P.,:.. ,. . _ _ TIGARD, OR 97223 \ ,er VIE •' K \ •.• `� SHEET INDEX • • r--------i , . C1.O COVER SHEET El • • , C1.1 A EXISTING CONDITIONS PLAN-NORTH • •. OFFICE COPY �� . swMCDONALD sr Iwt WAY \ C1.1B EXISTING CONDITIONS PLAN-SOUTH \\ \ ''.•. y }'' C1.2A DEMOLITION PLAN - NORTH ��by4 II.NJID . • 0 28101DA00102 ! C1.2B DEMOLITION PLAN - SOUTH -. \wi 7....7/ \ r C1.3 TREE PRESERVATION AND REMOVAL PLAN ,., \ 8W BONEA FD. • •� !j , I •. ,• + C2.0 OVERALL SITE PLAN SCALE: N.T.S. 12. I 1! C2.1 A SITE PLAN - NORTH 9), �' A. i f C2.1B SITE PLAN - SOUTH T• �J VICINITY MAP \, \ C2.2A GRADING PLAN - NORTH w W' sL. \ C2.2B GRADING PLAN - SOUTH EXPIRES: 2/31/19 CITY OF TIGARD, OR `• .', ENLARGED A • * 2S101DA00103 C2.2C E L RGED PL NS \ ‘'..,..` I! C2.2D ENLARGED PLANS �� . , ACKENZIE SER\ C2.3A UTILITY PLAN - NORTH © ALL RIGHTS RESERVED f i C2.3B UTILITY PLAN - SOUTH THESE DRAWINGS ARE THE PROPERTY \ ,. \O 1 C2.4 CONSTRUCTION PHASING PLAN OF MACKENZIE AND ARE NOT TO BE • :4 _ USED OR REPRODUCEDIN ANY MANNER, \ Co j C8.0 CIVIL DETAILS WITHOUT PRIOR WRITTEN PERMISSION \ i o i C8.1 CIVIL DETAILS , ' • • Ky \----... � Till'? a ` C8.2 STORMWATER DETAILSREVISIONS: • fNOTICE TO EXCAVATORS: \ O'er O O + • IL1.0 SITE LIGHTING AND PHOTOMETRICS N? REVIs1oNs REVISION DELTA ATTENTION: OREGON LAW REQUIRES YOU \ •..• O O ® f° EC1.0 EROSION AND SEDIMENT CONTROL COVER SHEET » THlS CLOSING DATE TO FOLLOW RULES ADOPTED BY THE #' '�` O" EC2.0 CLEARING AND DEMOLITION EROSION AND SEDIMENT CONTROL PLAN �� s"EET OREGON UTiLJTY NOTIFlCATION CENTER. •.•••• "�`•••'•"•• lir; EC3.0EROSIONANDSEDIMENT CONTROLLN' 1 X 04/O4/2018 THOSE RULES ARE SET FORTH IN OAR - EC4.0 EROSION AND SEQIMENT CONTROL DETAILS 952--001-0010 THROUGH OAR \ ., 7.• 2lIN PROGRESS l 952-001-0090. YOU MAY OBTAIN �� ii 1 T j l [ III » RU COVER SHEET COPIES OF THE RULES BY CAWNG THE • R1 ENLARGED PLANS - PHASE 1 ` '� i i I CENTER. ' �� ` v � ` q a� v.. ,.4 '�o\� '�'I`(`t`�'�'�`�•• ©(NOTE: THE TELEPHONE NUMBER FOR 1 s `�_ e L1.0 LANDSCAPE PLAN NORTH THE OREGON UTILITY NOTIFICATION ti I „ 71E4 ,.;:::- CENTER IS (503)-232-1987). \ Ili` 0 • L1.2 TREE CANOPY L1.1 LANDSCAPE YLPLAN OUTH \ � I L1.3 TREE CANOPY PLAN POTENTIAL UNDERGROUND FACILJTY OWNERS ' 'e • L1.4 TREE CANOPY PLAN - e� 2S101DA00104 I L1.5 TREE CANOPY TABLE (PHASE 1) SHEET TITLE: Dig Safely., O O L1.6 TREE CANOPY TABLE (PHASE 2) COVER SHEET0 E Call the Oregon One-Call Center ` '). , ,. ,- L1.7 LANDSCAPE DETAILS DIAL S 11 or 1-800-332-2344 'f - ' r,4: L2.0 VEGETATED CORRIDOR PLAN NORTH I CITY OF TIGARD 1 ' 4.` y L2.1 VEGETATED CORRIDOR PLAN SOUTH Approved by Planning EMERGENCY TELEPHONE NUMBERS Date: 1 ' '' Initials: �-� \ • `\* o c :• OFFICE COPY NW NATURAL GAS I/ M-F lam-bpm 503-226-4211 Ext.4313 \ OCITY OF^YTGARD DRAWN BY: BTS AFTER HOURS 503-226-4211 \\ O o: i i-1114P j„ Rriwirev FOR CODECOMPLIANC$ CHECKED BY: GIM/MWB PGE -503--464-7777 \, p //1 Approved:QWEST 1 800-573-1311 • CITY BUREAU OF MAINTENANCE 503-823-1700 �.. \ 4. / OTC; [ J • SHEET: CITY WATER 503-823-4874 Permit#s ..51-1-,- tnI R _o o to 3a, �4 VERIZON 1-800-483-10000 Address: ��-�-�� , � L<w y 1 SITE MAP_ Suite#: - -�--~ Cl 20 C1•9 100 0 50 100 200 400 BP Dater iSizz....us ( IN FEET ) SOB NO 2150559.00 1 inch = 100 ft. REVISED - AUGUST 1, 2018 RESUBMI i I CD FOR PERMIT - JULY 30, 2018 .215055960. C:\TEMP\ACPUBLISH_10864\559-C1.0.OWG BTC 08/02/18 08:36 1:100 11111111111 011 Architecture Interiors a Planning Engineering TREE INVENTORIY LEGEND: 1 DBL 24" OAK 26 18' PINE 51 16', 10' PINE 75 14" MAPLE 101 20" PIN OAK 126 14" UNKNOWN 151 24", 2-18" MAPLE • 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 1O",7',6' MAPLE 28 14' PINE 53 22' PINE 78 16" MAPLE 103 22" PINE 128 16' PINE 153 22' MAPLE 503.224 9560 I.P. DENOTES IRON PIPE 4 24" OAK 29 12" PINE 54 18" PIN OAK 79 30" MAPLE 104 20' UNKNOW N 129 16' PINE 154 11" CHERRY Vancouver,WA 5 22" OAK 30 18' PINE 55 10" WESTERN RED CEDAR B0 9' PINE 105 14' PINE 130 18" PINE 155 10" CHERRY 360 695.7879 FD. DENOTES FOUND 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 •it8 16" OAK 33 11" FIR 58 20" MAPLE 83 14", 12" MAPLE 108 18" UNKNOWN 133 14" FIR 158 30' REDWOOD I WWW.mcknze.COYTI - x — EXISTING FENCE 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 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 11 11" OAK 36 20' PINE 61 48" DEADORA CEDAR 86 12" SPRUCE 111 18" PINE 136 8" PINE 161 18" RR .-Y1/\./--- EXISTING CONTOURDESIGN DRIVEN I CLIENT FOCUSED 12 20", 18', 9" OAK 37 32" RR 62 16" PINE 87 16" WESTERN RED CEDAR 112 20-12". 8" MAPLE 137 12" PINE 162 18" SWEETGUM ' EXISTING FIRE HYDRANT fz 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 CBEcac EXISTING CATCH BASIN i/7 / 14 22" OAK 39 9" UNKNOWN 64 14", 3-10", 2-8" COTTONWOOD 89 14' FIR 114 32" MAPLE 139 6" RR 164 10" & 8" PINE DEACON GRAPHIC SCALE i ,i" it 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 I DEVELOPMENT EXISTING STORM MANHOLE CROUP 0 20 40 80 V 1 ` ,' 16 24" OAK 41 8' CHERRY 66 20" COTTONWOOD 91 10" ALDER 116 22" FIR 141 DBL 12' MAPLE 166 20" FHR ® EXISTING SANITARY MANHOLE y 17 12", 8' 7"OAK 42 14", 2", 2-10',2-8', 6UNKNOWN 67 8" COTTONWOOD 92 16" ALDER 117 26" MAPLE 142 16" MAPLE 167 16" FIR xx EXISTING LIGHT POLE L I imil15' STORM SEWER EASEMENT i " ( IN FEET ) BOOK 1125, PAGE 493, 11-15-75 f 1 1 18 26" OAK 43 12", 2-8" UNKNOWN 68 8' COTTONWOOD 93 16" ALDER 118 20", 16" MAPLE 143 8" MAPLE 168 12 PINE EXISTING POWER POLE 1 INCH = 40 FEET EXCEPTION ITEM NO. 9 1 1 r i .s " " 901 NE GLISAN . � 1 1 , � �s, 19 10 OAK 44 14" PINE fig 12' UNKNOWN 94 16' PINE 119 1fi MAPLE 144 22, 16' MAPLE 169 7' PINE �� 1� WV e EXISTING WATER VALVE 1 1 y �� 20 20" OAK 45 16" PINE 70 10" UNKNOWN 95 14" PINE 120 18' MAPLE 145 14" MAPLE 170 18" PINE PORTLAND OR 97232 WM❑ EXISTING WATER METER -- ` i ,- 96`q- 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 `'• i QL q` 22 26" OAK 47 16" UNKNOWN 72 20" COTTONWOOD 97 14" FIR 122 14" MAPLE 147 24" MAPLE 172 18" FIR GM❑ EXISTING GAS METER 1584 r\' 1 :' r ';' e II€ 1• 1r '<� i - 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 1 1 y:-1, .i 24 22" OAK 49 12' UNKNOWN 74 30" MAPLE 99 20" PIN OAK 124 DBL 18' PINE 149 16" ALDER 174 12" FIR I Project EXISTING STREET SIGN �� c' 87+11 �s 25 24" OAK 50 10" FIR 75 16' MAPLE 100 16' PIN OAK 125 16' OAK 150 20" ALDER 175 8' MAPLE TRIANGLE POINTE EXISTING TREE 1 l 1881 176 12" BIRCH 13333 SW 68TH f 19 1177 20" PIN OAK PARKWAY 24-p�1NESS * 9 178 18" PIN OAK TIGARD, OR 97223 I 179 16" CEDAR f o DOCUFNr ESS EASEMENT 85 d 1 a`v fxC1 P71 NT gN ! 1 180 18" CEDAR tro a' • 1 r VACATED VARNES ST. EASEMENT r)LII UD �� L.' 0�' 24" CULVERT 83 r / 151 16" ALDER w z I.E. 213.0 1 r 24" CULVERT RETAINED FOR ANY EXISTING UTILITIES " tri a C/L CREEK 82+ 1 f V , = -___� I.E. 211.5 BOOK 1007, PAGE 125, 1-09-1975 IFI 182 30 O:OAK C/L CREEK 10" CULT ` " CONC. L) �� I.E. 214.0 l 1 l2' CULVERT " CALL p : . ....____ _:„.7.7._ ;---- -� ! �i r „t - _ I.E. CULVERT �- 9� 4. �- � : __ � r C L CREEK 1 184 16 CHERRY p----' __,.�. � :4,,* �' \ 1 68185 12' CHERRY • 1y I' �_ r. _ ��r� ,_ ,` _ -- 1 186 14" SWEETGUM - �` ;:,. SAN. W ^�f- ��- ill \��D ` q 187 14" PIN OAK ' ► �� _ 4l->� L''.."-. �.�_ ' 1 ~`; Y + \ ► _. RIM 229: f^ _ i,,4 �1-~\ 1d / 1 188 16" PIN QAK \ # `\ ,� �_ t� �� ,*_ t _� - 11 � r _ �� k � Jam-�� y _ � ��~- 37 © % L 74 16 \_. 7$S fi 80 `\_ - �\ 1 �r� 2rOprP ��\ l 189 1$` PIN OAK \ "..--..-\..__I ti v 1 r ,1 �_, -., �.. ��` `� L� 1 j? \ { 190 4' MAP r 1 13 2 �`� 1226 --��.. 4,„4111111 :"--------------- )1.•_'��`' 2 LE 31 _ � �' 1J JIB c 14 a >t►gip 1111 fil- ��," l , '1 ?� .� 191 2 22", 16`,12",10' MAPLE -. • L � � � -- �,� .�' '- M., �--- ►� ....Irr: fy I � 24' PIN OAK f,,„ 0,. ,... •. 9 r ---- 38 ---_ �------\\,....._:::_______. , ' V. — f �� Mit ��- �i�~ Wi Ili f 193 18' PIN OAK `,9 . .--- - • N / � ,`,�-�---- �,• --- - \.---- ..---- •.. ��.� f�i . *' 0 . t, ��jir• 149 I,i -1�f �;_2 ....� / 1 194 t8' FIR N. `� �•. ? I _ _ ' --_ :0.9 .*= "alt` Is - S195 22" PIN OAK Nr4r , l CI 0417 �`� ,� i---- �ti _ 23,}✓-- `?7 p � JIT� - 26 7 i�: 44" I `fit - +> it� - f1 196 16' FkR r...ilk --_� '' , i �, • .. __ .._-.-- - __ ----- L�� O� �jfj �� <� r r / / �\ i -�� ,� 41 h' �M '- 7 " AP O5 _ -- -_ ____ _ V 19 24 M lE I ALL RIGHTS RESERVEDsyr Ilv MACKENZIE 2018 ' ` / vI t �� +• • 198 20" MAPLE I THESE DRAWINGS ARE THE PROPERTY 1✓� '' ��• i �� _ _- __ _ - + ---- 0 57 "" �g -� i i� ,� % 9 2Z5 ■ �j NV : -�/ O (' C.,' - __ .___ IS) -- �i ;*`' ��i' 9 1 .._ ` r1`L� 22� 199 10' CEDAR OF MACKENZIE AND ARE NOT TO BE 6 ' 23 �• )i ---- .____ ---I' �') �./ ` 23; r �S �� - �.__ . _ © C USED OR REPRODJCED IN ANY MANNER, _,) ( , " .`�_-� _- -- 49 `T �,� -d �•-_ y �, . . . . . . . , _ -----7- _- ` Ca ��,� 200 24' CEDAR WITHOUT PRIOR WRITTEN PERMISSION L-- - ��, , , > > , , , , -`� --57j2-- - -- OH 5 �-� 12 S. 201 18" MAPLE 2t• I - - - ---- - - ; �,11. 11 `. �. '. �, 4 54 r — __t_---__—_---- -- ----.r -.=— .� REVISIONS: ---- ___- fff , ' I I ' I ` I I I , I I 202 18' MAPLE i I / ,rc\)t)---)26. -- -- ---- ---- _ h _ I/I 1 41 �X 2' �� g __�_ ---- Q j • .` .` � � ` � \ _ , , ► � , 1 i i I 1 1 I I I 1 I z , 11 10 18 - __ A , ~, �� > > , , , % ,l . . f 1 I I 1 I I I 1 I 1 . 203 22" MAPLE o -- I r 1 1 1 i i i t I I I I I I I 1 1::-C 1 1 '6¢ REVISIONS REVISION DELTA 2 -17107 ` 4` 47 ---- _ - J� -- $1 2?v 1 \ \ � , \ , , , I I I I r / ` ` , , f + ` 1 , , , , 1 '� , , } I N j� THIS CLOSING GATE r © ` � �1 O_ © , , .! , , , �fl 1 , N N ,, I•� SHEET r _ l O N N u, a t" fX r� `,` �`, ` , ci v Q,. 1, \ Q' & 1 • 04�04�2a18 A:013 14 154111, `� �� . `� \\ % `. `. �\ `. `. •� \�, / I \+ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r 1 1 1 1 1 1 I I I ':I r 1 1 ' 1 I I I I I I I I I I 1 1 1 I I I I 16 4 i `� `. �, `�44+� •. `` +� `� • +� ` ` `� `� ‘..,A 1 1 I I I 1 I I I I I I I 11 I r I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 IN PROGRESS . ti , s. . . . . \ . � � 1 1 1 1 1 1 1 •I 1 1 1 1 1 1 1 1 1 1 1 1 1 1‘ 111i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �, � . r I1. I I 1 1 I •I 1 I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 I I ' I I I I 1 1 1 1 1 I I - ±' \-~ ` �, �. ``. •7/\ \ \ ` / I 7, I 1 1 _� I I I 1 I I I I I I I f j I I I i I I I I I r I r I r, , I r I I r - . - �� 39 `` _ _ . . / _ `- -. _ ___ '�r�4 I + air��: G`� � - _ 1 :14, -) 4Y • V73 71 1161 65 � 3 / * ` a It �-��. ��_ --_ ' . 32 -. --fr A.C. -__ S7 b 72 .g _� -iklltllrit•N 109 �' 107 �T' ltis t04 103 10 99 -.--.--______=L._---------___.____230_---_________4 -.., 2t$'--r:; i��`` 4 T4._133 130 . 128 163 1 .. - VAULT 237 1 SIA. Q e f 6 7 �r• fi4 = j �� -- -.� 1 I -._---_ --�- - i 1 SIGNPOST f -!;11.. - �--._� -- - - -- - a. GUARDRAIL C` • �� I 1 Li - FOGUNEI - -- REGISTERED OVERHEAD I FOGLINEi e VAULT - BACK OF TRANSFORMER i I 1 PROFESSIONAL SIGN DITCH INLET WAIL • LAND SURVEYOR VAULT LICHTPO5T GRATE 234.65 BASE OF VAULT NOTE: W/5'x5' CONC. BASE 12" I.E. 229.15 JERSEY BARRIER 1 L SHEET TITLE: OREGON ELEVATIONS BASED ON WASHINGTON COUNTY BM p379, OSHD BRASS EXISTING JULY 17, 1981 CHRIS FISCHBORN DISC ON OVERPASS OF HVIY 217 OVER I-5, S.W. CORNER (2 614) 1944 ELEV. = 204-18 STATE HIGIIWAY 2 1 7 1 PLAN I I oRT -I RENEWAL DATE: 1/1/2018 1 S 11 REVISION BY APPROVED DATE DRAW,' L: JHH �1-5-15 auallxir' JOB NO.: Z T C ENGINEERS Inc. TOPOGRAPHIC SURVEY 23801-1 CHECKED CCF 23801-1 MGR. TITLE SCALE: Civil — Structural - Surveying FOR' DEACON1"=4° CHECKED 3880 S.E. 8TH AVE., SUITE 280, PORTLAND, OR. 97202 sHErr: DRAWN BY: - Phone: (503) 235-8795 Fax: (503) 233-7889 TRIANGLE POINTE �� CHECKED BY: Email: ztec©ztecengineers.com - PLOT DATE: 3-28-16 ZTEC CAD FILE: Z3801-1.DWG SHEET: C1 .IA , , JOB N0. 2150559.00 RESUBMITTED FOR PERMIT - JULY 30, 2018 215055900\4_DRAW1NGS\CIVIL\559-C1.1A.DWG BTC 08/02/18 08:36 1:50 1 MI Architecture • Interiorsi4 SS 88'43'41' E Planning • Engineering somaI 1 Erlieciic.436.61' L- N58'50'19• E - C.O. 16.4' PEDESTRIAN & BICYCLE EASEMENT 4298' DEED (1) HELD /�' 90,-., POINT OF BEGINNING 3 DOCUMENT NO. 2000005456 / �' � �a LEGAL DESCRIPTIONS ti ',_ 1. k EXCEPTION fTflf N0 12 \ :°1'1,,,11% 53�� EHT 1 I Portland, OR • ` 5' SAW 5 11-]`r75 PROPOSED INGRESS-EGRESS EAST 503.224.9560 N 31'0941W \O k r % , PAGE }93, S I cry 17.86' DEED (1) & HELD `�� \ rJ e, 10.„0.16, B 1125 pH 1ZFll 4 i A.c Vancouver,WA t °�'iv• `,l ¢.►� 0.5' EXPOSED, LEANING EAST �� \I J l 1 0 360.695.7879 • `� '' V- , NOT HELD, N 50'5325 E 0,941 T NO. EASEMENT RETAINED FOR ANY EXISTING UTIUTiES r, r l I 206.749.9991 Seattle, 3 \ 454)g 9, ` VACATED VARVES 75 I Is �� DOCUMENT EN r ,' '� •� 2001-127746 BOOK 1007, PAGE 125, 1-09-1975 41 41 l 443i�� 1 J �` !' r _ EXCEPTION ITEM NO. 8 y W wWW.mcknze.cam `� BIKE PAN A.C. , ,�®; - \ E.P. g p i +r f H MACKENZIE J i �7 24' INGRESS-EGRESS EASEMENT 0 - o ,r - DOCUMENT NO. 96102257.1 4 j t �' ---_- 1 ,, EXCEPTION ITEM NO. 14 4 f °MGM oatvIn I C41gM7 rocussn `'• , I I i , ., I A A= 3510'5711 (35'32146w) ! I I �+ �, + 11 ;,'h" '\ I di , s DOCUMENT NO. p- 27'37'19' (2738'02") R = 50.22' I �f �� &' CLI Client J ,�iI � 2001-127746 R = 100.00' L = 31.13 (31.16� 10`, A C ` 6. L 48 21' (48 23'} CH = S3E (S3342' E} :w r DE�OPMENT I,.1 ,i ' ' / ' / pi = N 54'20'53' E {N 54 06E} 30 63 (30.66'},` ` � " e47.74 (47.76 f ,' ' ` DATA FROM t '4 \\ . 'FD. 5/$' IRTH 26642 TYP. ` X _ 50' 1:,..;a Do« T �1 ALUMINUM CAP - ,' �; ( },�1 ` ,\ `� , -k..r.,_ 'ya 481% // > 15 STORIII SEMER EA' lT SCALE 1" appnoNy NoHar�ssroz2� ! Va! I �' w 901 NE C�ISAN ST. "o N 0039STAMP® bSH 5' /l ,, �`\ `` ` , 14 '�\�� ' K::' 2� E �lA� // /� BOOK 1125, PA( 493, 11-15-75imm �1C SIGN I f � 100 \ \� ro4,'� Nl 1� / EXCEPTION ITEM NO. 9 Q' 25 50 100 1,vL C PORTLAND, OR 97232 Z / ,' * V \ \\ \` I d 0 " A.C. � / �C 1' ELECTRIAL •C.O. I ! I` k / ' \ ` ` .- '°� . BRASS SCREW 11TH 3/4' /Oa � `, �� '` \ ` \` '`� I` ' BRSS WAER STAED +• TRANSFORMER k J/ \ 0STLAKE CONSULTING` (HELD) r..ti ,!, ` �\ �\ \ PARKING AREA PrajeCt � / `, \ � , - NO STRIPING ETRIAL ! I 13333 E PN, S 68n9'2r W VAULT >. 1 /`\ `\ 135 52' DEED (1) (Mi} % S E 1029' (M) xti13333 SW 68TH,' % ; ', ` „�, �.- - -- S s9y�1tier N 00'00'00' E 10.29' DED (1} POINT A ' ! PARKWAY \, ``.�' , , `` y'�' = 4151'17' (4255'31 ticb - • 19893,ee 196 Br09 ! 1 FTIGARD, OR 97223 t ' A.C. \ \ R = 70.0(1' ! r ❑� ,' /' `� ` `, .0. L = 5236' y�4 (1� S 883539" E 144.04' (M) r! !1! ! SLOPE EASEMENT 1 \ `\ CH = S 48Mir ' '4349' W (S 464142' W? ,:gy I S 89'02'35' E 146.10' (M) S 88.54'48" E 144.10'DEED (1) 1' ' `\ `'' O51.14' {51,22'} / CB �• • ; r ; 1 , I S 891D1'2s' E 146.05'DEED (1) :"1- , BOOK 867, PAGE820, 5-18-1972 / / ``, `, _2 A.C. Q CB I , 1 , /A 7EXCEPTION ITEM NO. 7 FD. 5 O LIQ. �.�. / N \ _ „ ,,� 1 I I 14 1 I I 1 { I I�,,I 1 1” 1 1 t r t t i t t I t t I I i t +N 26'12'19' W 12fiY ,' iO \ ® 2� PANT ,� ►; A C. R.C. 1 I 1 j 1 I , i i i iii 12 i l i i i I i i i E I 1 1 1 I I 1r f ` �!1 I III1I I1IIi I I I II1 161iG ! I ! III!! J' s' Mi rr�' A.O. , , D A.C. FD. 5/$' I.R. 11THit'. r , r 0' _ 4 ,.8,�p 11 r r rIIIII1 IIII SWTH END OF DOXX1MfNT ALUI�NLIM CAP STAMPED "OSHD" ,A• r' 1" �nt. ` ' t i i i i 12 i i i 1 1 i + i 1181 i i i i i 1 1 i f �� 1 ' N0. 96102258 EASEMENT N 13'S0'OO' E 0.54' ' , ! ! t e t t SLI t I I ! I I I 1 ! r I I I I 1 I ! ! ' i �07f t� ,, ! +, , / I I t t t 1 I t 1 / I �91 / / 0 - - - e - -_ -- �1-- ��" TRANSFORMER r i / 1 111 i + ) LIi11111 �r iii ! !7I : I r I r I i I r r , r 1 i i 1 I I I I I I I I I F I 1 1 1 1 l ?� •f 1 ' 1 ! I I I I 1 i I j + 1 1 I I 1 i I I 1 B r I I i I 1 r ! , 1. ' 88'43'41' W �.1 1 1 r 1 1 1 1 1 1 III I I I I J ! CONCRETE V .44. »1 1.1 1 r 0 `X`i✓ ROCK PLANTER -t w-. -� <4� RETAINING WAll ! ' PAD RAMP - + rJ FENCED PARKING I' + , 1 1 'R'N • ! !I Ir FD. s I.R. SPACES ' ' '0 0 O f} 'i I ;00 �I,yI' , 4 1 I r r 1 I r 1 I 1 I .� DID NOT - ;— s _ _. 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SHELTERS, A.C. / ' ROCK WALL MACKENZIE 2018 4` ,� • / 18 •: ; A.C. 1 ` i I 1 - IV 6 ® 'A• 1111 j- ALL RIGHTS RESERVED ',-'� , '/////' ; c0` �j, I I , 1 O , , , 72, 40 �, y �g N M I "Ile: 'NO TRUCKS' THESE DRAWINGS ARE THE PROPERTY `i• 0 / ' ^ 9 L-L_t- ': 'I �, OF MACKENZIE AND ARE NOT TO BE '' 1' / 1 j. , � y .��J lr p I .]IVIS i ��]Vy t • ,� ; •/, \ \ ,/ / `r '2• a' 6'• RETAINING y / USED OR RO WRIT IN ANY MANNER, -� ''�', 'Ji N �' ' l ',%��A '• O .�� GENERATOR WALL r,�1 / /'If WITHOUT PRIOR WRITTEN PERMISSION •--, ,/ %/' : \ ¢?�, \ ;' , Q, EXISTING BUILDING z. / -"rS TSP REVISIONS: Yp AREA = 23,713 SO. FT, / h Y� _ �/:/: f. J ;.5. BLDG, HT. = 72.5' g3 C.OpC.O. / eA P,T� o \ / \ \' * `:� \ �.' / C... /,' /l / Bjs, 1J� 11-1—tier j Q THIS H REVISIONS CLOSING DELTA \ WINDOW WELL / / 5 n SHEET r FD, 5/8' I.R ;'/ cn g O \ BOLLARDS :��. (TIP.) mow, 1C)- / / N 2171'50'E 0.81' rn `I' /�. 1 04/04/2018 \ \ '..1‘.,./ �� )11A.C. 2 IN PROGRESS * C I \ ROCK ,' A.C. - s' \a ' '' DOCUMENT NO. \ PLANTER • ' • /• 17. " —+ �}, , :/ , '1, 2005-097537 \ //,/' , -,/' a, = co ','', ',-�, •M: `'fes . -,,-, , \ x -� -- ` I ''i}R- of 6'RETAINING WALL \ VP- '.:',' ,-' A. 1\1\ / t1= 06'12'00' e>>? \ �/ 1�'- �i > >a• R 1035.97 / gyp, \ ; `` `�` REGISTERED 4A` ' r , L = 11210' � -.. y 04r. ',!�flA C. '� A C / / CH = N14 x'34 IM b \� ' I I i-6 I I I ` LAND S PROFESSIONALSHEET TITLE: '� \ `am - f' ,kry, �I I , 1�1 96, SURVEYOR EXISTING ,� ' �' CONCRETEI ~' CONDITIONS \ . LANDING - 7`' OREGON ` ,-' '-' ® • \ 4154P2'0),,! ,f4.1:1,-_-_ . I i 1 1 JULY 17. 1981 PLAN — SOUTH CHRIS FISCHBORN \ SHELTER W/4.5' CLFL / 1944 - ' ®-� ti - —.- — / RENEWAL DATE: 1/1/2016 N FD. 5/8' IR ' , \ S 3536149' E 128r ` 1,\ *-1 / FD. 3/4' LP., 0.8' BURIED N utt ��• Gam_ N 34'4512" E 0.92' irig oil° N. DRAWN BY: - APPROVED DATE SUBTITLE y '�'oni BY JHH 6-26-15K113 NC).: CHECKED BY: - INC .en suRvEY V3276 ,ZTec ENGINEERS MilV3276-1 C 3737 S.E. 8TH AVE., PORTLAND, OR. 97202 FOR: TRIANGLE POINT, LLC �. 1"=50' SHEET: PHONE: (503) 235-8795 SITE ADDRESS: 13333 S. W. 68TH PARKWAY FAX: (503) 233-7889 TIGARDOREGON 2 OF 2 EMAIL: ztec®ztecengineers.com , C1 .1B PLOT DATE: 7-1-15 ZTEC CAD FILE: V3276-1.DWG JOB NO. 2150559.00 . RESUBMI I ICD FOR PERMIT - JULY 30, 2018 215055900\4_DRAWINGS\CIVIL\559-C1.16.DWG BTC 08/02718 08:38 1:60 . / w4r / 7 N LEGEND: 1M Ste, - , w PROPERTY LINE I i Architecture Interiors I"" z KEYNOTES: Planning Engineering S�NQ ,� •� ° 8osk/ 1. REMOVE EXISTING TREE 10. REMOVE EXISTING SIDEWALK � I �� CONSTRUCTION PHASE LINE CURB CB .s•, , ..j ." �` , -RIM=234,89 t DEPTH=3,40 ..- , / 2. EXISTING (OFF-SITE) TREES TO REMAINPROTECT DURING 11. EXISTING 8" TUALATIN VALLEY WATERLINE (TO REMAIN). MAINTAIN 3' / \ ELEV. OF DOWNSTREAM m i.•.,� : :;: PIPE=231,49 CONSTRUCTION OF COVER OVER PIPE AND CLEARLY MARK PIPE TO MINIMIZE ' -�`' =��`'�'::„!•;.:-.'. \� I CONSTRUCTION TRAFFIC ABOVE PIPE REMOVE EXISTING CONCRETE OR ::'':-7.;':':; VI 3. EXISTING AC TO REMAIN Portland, �v. ."\/ © 12. RELOCATE UTILITY POLE 503.224.9560 411) Vancouver, WA 4. REMOVE EXISTING CURB 360.695-7879 r - ✓ �' �� -..-----,,,-----„-------------,-----v^,_„\ '�3. REMOVE EXISTING CATCH BASIN AND STORM PIPE. REMOVE ALL FUTURE PHASE DEMO AREA 5. REMOVE EXISTING LIGHT POLE, BASE, AND ALL CONDUIT WITHIN \ EXISTING PIPE ORLEN TAS'`INDICATED ON /THIS PLAN. REFER . 1 Q Seattle, WA 1I/. i TYP. CONSTRUCTION LIMITS !/` - H•`-PROPOSED UTILITY PLAN FOR CONNECTION LOCATIONS 206.749.9993 www.mcknze.com _ 1 1 SD MH 6. TREE PROTECTION FENCING, SEE SUPPLEMENTAL ARBORIST REPORT FOR 14. EXISTING STOP SIGN TO BE RELOCATED, SEE SITE PLAN SAW-GUT fa ` RIM=234.42 l I DEPTH=6.42 SPECIFICATIONS. INSTALL DURING PHASE 1 A M AC K E N Z I E ' , IE OUT=228A0 15. EXISTING FIRE HYDRANT AND WATERLINE TO BE REMOVED BACK TO -'-y TREE PROTECTION FENCING (PHASE 1) ^ I _ ► . 7, EXISTING AC TO BE REMOVED MAIN PER TVWD REQUIREMENTS DESIGN DRIVEN I CLIENT FOCUSED Client REMOVE EXISTING CURB 0 1 3N 1 8. EXISTING SIGN TO BE RELOCATED BEHIND PROPOSED SIDEWALK, SEE \16\EXI N�SAIYTA Y M'XNH LE t6R vlA1tV.. -PFbTE T DIYRIN� DEACON ♦` EXISTING TREE TO BE REMOVED + `I'_ SITE PLAN. COORDINATE FINAL LOCATION WITH PROPERTY OWNER CONSTRUCTION AND ADJUST RIM TO NEW GRADE DEVELOPMENT * (PHASE 1) A GROUP 0 . / I © 9. SAW-CUT EXISTING AC 17. REMOVE EXISTING CATCH BASIN ONLY - ABANDON CONNECTED PIPE IN 0 EXISTING TREE TO REMAIN . , j j j -I-- 901 NE c ISAN ST. ;� �,`'// //1 .- _-?LATER QUALITY TANK? 18. REMOVE EXISTING STORM PIPE APPROXIMATELY 92 FROM UPSTREAM MH SUITE 100 -�_ \,,,,,,2-: of -a-FALL CO1D009F) PORTLAND, OR 97232 / -�-- _„_ / [ ~~ $7PrE.LEV.=212.00 2 1 9'± Oa �` _ .„."---2.-\ -� - 1. ,.J = - _ �` _ _ - te, .---"---- I +_ _ ___'_-__- - �J� `. ,� .� ________-_,....:><z ~ ~ - f / ff ✓J .L.._ - \., J / ` '` -.-`cam \ \ _,_.1-----...,.„., - -- �►y _ �L �� - _�-----_� `- . __ \_ \. ` Project r � V yi -\ _ ! 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N ��k:, - ---_-_ 0 41) 711)10 C �\ \ r v tit J 0 1 1 , . . f \ © 0 •TYP. 0CI 0 ® - c..„ ��`� � `\ --- T I , I� 'ilr , I :4..r-r co . �� _ // r , i U der • w war. . ..,, , N 4) , 4+ ��._ \ �_ ...___,� + 9� - *.t4k#_J N \\ I ,', (:/• :) •\ ...• / I I '�. \ `� i _____ --_-- 1-Th :-:. �, /t %! ... „ 41) O0. .._. _ _' �r �� 73_ ---t, 'EXPIRES: 12/31/19 I ,_ yr C3 •_,.___..,_ 1 _ LT- / / „Li...., , )----"--711m v 1 ® 1 _ �-' \ �� `\� - A'� --- --- / I �`� 0 •Lha O i� © MACKENZ]E 2018 I ,�� `` 7 �! '---- - :, ,� �.' 0 \ 1 1111 ALL RIGHTS RESERVED t,-.7.--- 405 . ,� �� • ` 1 �r�+ ___._-- \ .\ , , , Q ► * , 0 r-'1 THESE DRAWINGS ARE THE PROPERTY /\ II/ OF MACKENZIE AND ARE NOT TO BE �' 1 TYP. TYP. i \\ • \ ,\ ��, \ a 411I _ 1 . USED OR REPRODUCED 1N ANY MANNER, O ------ -_----- - --_ O \ \ \ \ \ \ \ 1 1 1 1 1 1 1 1 WITHOUT PRIOR WRITTEN PERMISSION tz4,-,• iiv-. • r ---- - \ ,1, _r_01. 0 , I I I I z I REVISIONS: W 4�.' ` - J - -- \ r I ! I I I I Ii 1 I I 11 V inQ REVISIONS REVISION DELTA tr _ 0 y� r \ \ \ \ \ \ 1 \ 1 1 1 1 \ \ 1 1 \ 1 \ I I I I I I 1 I I I Z o .. ltj ��4 ►�', I - • \ \ \ \ \ , \ \ \ \ \ \ \ 1 \ \ 1 1 ---. 1 I I I I I I i r II I I I I 1 I I I 1 12 » THIS CLOSING DATE 10 0' 174! • ��• ------ ' le ,0 , , ' I I I 1 1 as SHEET / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 10I 4 \ 1 \ 1 , A 11 1 1 \ , \ \ , .� ii. NI _,/ 1 I X 04/04/2018 1 /'' 1101 © C ) �.# �;e 10 © ; 21 IN PROGRESS © ill O0 • k0 W ` \ \ \ \ \ \ \ \ \ \ \ 1 I 1 ! I I I I i I I I I I i1i4 ,�,\! \\ 1\ \`\ \\ \, \\! `\ '\! \ \ �! • ,O, `` 0 ' 1' .: . . I I I ! I I I I I 1 I I I 1 ! 1 I I , I 1 I I\ \ ! \\ \\ 1 �\ ^ ! 1\ \1 \ \! \ \ �\ !` \\ \ �\ % ' ` \1 \ E I I I I I I 1 I I I 1 i I {. I I i I I I j\\\- _ I 1 I 1 I I I 1 1P I I I I I 1 I 1 I 1 I I I 0 ' ' - OTYP. �. - 21 \ ! \ \\�.� \ \\ \ \ .�. 1 I i - I I I I 1 I I I I I I 1 for \ ! 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JOB NO. 2150559 REVISED - AUGUST 1, 2018 , I RESUBMITTED FOR PERMIT - JULY 30, 2018 215055900\4_DRAWINGS\CIVIL\559-C1.2A.DWG BTC 08/02/18 08:43 1:30 `` \s, \;\ yam \ :.'- :-:'':•,'- / ��•\ n 7N .•.: :: :::: KEYNOTES \ kN: s"--<--;',: ::.1:::.:::.:::':::::i:::, 1. REMOVE EXISTING TREE 0 • LEGEND 19 ,; �'N /' /,;\ \ ,\\ ,v '' 2. EXISTING (OFF-SITE) TREES TO REMAIN - PROTECT DURING CONSTRUCTION 1%1 iiii - , . PROPERTY LINE �' \\\ .„,.._.-..„„.„2 :•::..-..;:r...:::::•:: ::. \ \ :'::: �� + N ;'� ., ��..-:•:••:::•:':';-:-:- - 3. EXISTING AC TO REMAIN Architecture Interiors EXISTING CONTOUR 1 194 4' N \;\ � ".-:-. ... \ \ 4. REMOVE EXISTING CURB Planning Engineering 193 \\� \ \- .\\ ..\ ::-.. V v ..,-...-...,;-:-:-.:•-• CB , ; ; - ..,,,_`NN'> \ 5. REMOVE EXISTING LIGHT POLE, BASE AND ALL CONDUIT WITHIN CONSTRUCTION LIMITS ' ' .k'`x,'"�;:••. .'4... REMOVE EXISTING CONCRETE IM 210.05 ,\ /,' / 4, \\\ N NN -...\--•••• �� _ ��ti •-_____".._____-,.. --..._____,\_____,,,_ ^_� 1 ..;•, .'., , c) \\ \ \ -•,:..::-::. 6. TREE PROTECTION FENCING, SEE SUPPLEMENTAL ARBORIST REPORT FOR IX. IN (S) 207.35 ', is \ \ „\\,, \� \ • `': - :: SPECIFICATIONS I.E\OUT (w) 207.25 -- - -- t-f \\ Portland, DR SAW-CUT - \\\\ \ ,,,,N\ ,\ \\,, \ ��- 7. EXISTING AC TO BE REMOVED 503.224.9560 Vancouver WA TREE PROTECTION FENCING RIM 212.93 / 192 .� \� \1 ` \'-...:•:•••:,•••:•:::•. : : :.. 8. REMOVE EXISTING SIGN 360.695.7879 REMOVE EXISTING CURB I.E. IN ,W 206.83 y , `�r \\ © �` Seattle, WA } CB ,,, v 9. SAW-CUT EXISTING AC 206.749.9993 *► REMOVE EXISTING TREE I.E. OUT {N) 206.63 RIM 208.44 \ ;y \\ 1 \;- :::.,:::; www.mcknze.com I.E./OUT OUT (N �.. � �• \ / 10. REMOVE EXISTING SIDEWALK UNABLE TQAOCAT / /,% / \ ,, \ • '\ 0 EXISTING TREE TO REMAIN OUTLET / ;,/ \ \ >0\ 11. EXISTING 8" TUALATIN VALLEY WATERLINE (TO REMAIN). MAINTAIN 3' OF COVER OVER M AC K E N Z I E / / - 0 PIPE AND CLEARLY MARK PIPE TO MINIMIZE CONSTRUCTION TRAFFIC ABOVE PIPE DESIGN DRIVEN I CLIENT FOCUSED / / �; \ o A • �` \ 0 12. _N/9.T_ USED\` Client `. �' ,'' ' ' s-°(9\<'.6,:\ 2 , 'o '`� - -r. DEACON / / ,/ °9h `� `�. ':':' DEVELOPMENT (DT".• /.i \�`��\ �\ ' 13. REMOVE EXISTING CATCH BASIN AND STORM PIPE. REMOVE ALL EXISTING PIPE OR GROUP 91/ /;ii 2p \ \'' \ , © LENGTH AS INDICATED ON THIS PLAN. REFER TO PROPOSED UTILITY PLAN FOR ~-`^ .-_-_- --- - / ? . i CONNECTION LOCATIONS ��' \ �' `� 14. BLACKOUT EXISTING STRIPING. SEE SITE PLAN FOR NEW STRIPING 901 NE G JSAN ST. ,� /% �� "\.\ \\ SUITE 100 �. f; - / V` //, - . POND OR 97232 2' /, ..\ \ 7 16. REMOVE EXISNG STORM MANHOLECB ( /!Y , , ;, O ` \ \1 lir �, ,', RIM 215.13 Zr1/<‘ / ' 11/1/1.,71/1/7 -..� ' ,' \ \ �\ \ ST �1IGNSE rr]]E �1(J[�'^AAS-Ij�][�/y�J�IRED TO CONSTRUCT PATHWAY PER SITE PLAN Project I.E. IN S 212.03 it -- / ,_ o \ \ � TRIANGLE POINTE � � i; `/�'/i / / N o \ \ �18. EXISTING CURB STOP TO BE REMOVED \I.E. OUT (E) 211.93 f�11 / \ ` �\ - w�� \ ' 0 �/,:: /1/ / `� 1 '� ' 1 PARKWAY 18 >. 18: ;i O. �\ 3 TIGARD OR 97223 / �► - • • g.- �:�:� GENERAL NOTES .' �` , ' y . %/i/%� f i\ `. RIM 210.28 •x. �` ,`L i ' 'V - '\ © T C1.2A :.i: ! iTYP. 187 ••:•-• : ,... ...••••.. a f/,f, ,, f,/ �� \\ ,k }3 / ` i I i ' ., CO V / ' '' 1.//1//,/ r,/1• f l/,/ RIM 210.19 �'"� 4\4.Z i �\,..- �� ' / /722,00 • / +•,o III ►.� "� `!' `\' ,, ':� _�' .- Y' s� ,'\ abi N jPR.l ••`.• O / (1)TYP' .. .� ' •r \ + !• ` G • / :4; . . �' o '" ,, �' - i``cii.„14:...\SEE, Sx,,,HEE\ �� 1943E 41fili RIM 215.57 \ , / •'-o. -;. . 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CC a SHEET T-Z1.?-5. / r 18 '\\ �/ ;1 g -- '' 0104.,, \ • • 0 '' r ` •�. 179 ( `\\ ` �p 1 X 04/04/201$ gyp' I' .�.. NAh 0502 /., / moo';::..': .- 2 IN PROGRESS 0 - g -. ,� `� \ �\\� `\ `.\ ` `�\ TYP. `� *./,/ ^l�f, / / I I W • _ II ® 1141* • • •. \0 1..� �,• , , t ikt‘ 4: .'....- * *'' ' •'':.'• \. k, • • • cT) r •----- ____s_ii, AI, . • , •-.. -.,--- r ... , - \ 0 . --....2_-_: w 0 -- 4 G. (n `� war - - 4)/ ,11► �\11) \: ',' • , `` l y # # y % ,ef �� 1 l- r . -/ lip 41 ., '..iritv. -- 1 �y \ o. \\ l ..,`I 1 y ` y /r n.O / r O``I J / y y 1 \ 1/ r \\ 0 � iyS \�- y yy 76' l y 1`` 1 ..� r+ % __ ' i � / r „y: • .� y 1 1 1 �\ ::::___5,:7,•••••:,:li[7:::::_i `f /Z + 9r'1r 1� ®41) 0 0 11 \\\ O \�`♦ �/ , 178 #\1 14 1` 1yI � �J �/ = "� ' '4r la, QB / \ / f ,% �� , , 1 ‘ . ‘ I , I,___ I � . 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A+ 167 1 i i} ___ SSI_ 1 -� _ - __,�� 10, 171 - �ur CHECKED BY: GIM/M WB_, - �� 1 ._____. 0 TYP- - ..�-_ � - s� �� -- ��--- _. sr>. - - - SHEET ---_ -_�-- •TYP... - T S �y- - -r--7- �_�SIM-.. - _. -S -_ - Sit- _ - - i 1 DEMOLITION PLAN-SOUTH HIGHWAY 217 1.2B30 0 15 30 60 120 I . I I I 1 I C12B JOB NO 21F� ( IN FEET ) � 1 inch = 30 ft. 50559.00 RESUBMITTED FOR PERMIT - JULY 30, 2018 215055900\4_DRAWINGS\CIVIL\559-C1.213.9WG BIC 08/02/18 08:36 1:30 i \ \ 7 Z--/ i i DISCLAIMER: 7 \ \ , ,_ THITREEPRESERVATION AND REMOVAL PLAN WAS PREPARED fril , / BY MACKENZIE AND REVIEWED BY BRUCE BALDWIN YVITH AKSZ / ENGINEERING AND FORESTRY.\ �.S <, ' \ ARBORIST DISCLOSURE STATEMENT: Architecture ■ Interiors i, BRUCE R. BALDWIN, ATTEST THAT THIS TREE PRESERVATIONPlanning Engineering AND REMOVAL PLAN MEETS ALL OF THE REQUIREMENTS INiSECTION 10, PART 1, OF THE CITY OF TIGARD URBAN FORESTRY MANUAL. TAX LOT 105 �� \ \�` ' 'r` Portland, OR �. 503.2249560 xVancouver, WA \ \ \ 360.695.7879 \ ,\ \ Seattle, WA '.'\ BRUCE R. BALDWIN, CERTIFIED ARBORIST 206.7499993 ' ] - \ PN-6666A ( __Y _. www.mcknze.com \ ` MACKENZIE \ii � `. -8? \ DESION DRIVEN k CLIENT FOCUSED 4. - g8 \\ Client . . .., I TAX LOT 102 DEACON• `- y� -, 83ai9 DEVELOPMENT - ,_ s18 \ GROUP / ie it • . - .' ) /,',-- 41:. yl, olys ,�17 / t, .• � `- \� -- \ 901 NE GLISAN ST. / 1, rte, , y, rrE 100 i. .7',„' �2' \ • \. PORTLAND, OR 97232 I ' /// , , 4 ` 231- . ` �• \ \ dj, ,:� �� N 233 x,', d Lg ry4 \ -9 Project ‘41: , .:,; f � ��`� �Noos ,93� TRIANGLE POINTE r. s 1.r� '►' �'' TAX LOT 2340 ` ©. : t'" —�`��. �;"'H �k �T S120j Js _ cs 13333 SW 68THY r., la ,nr Z • =�, �� ?r2s3 I (w)zo PARKWAY• ��; .�� , 1,� +` ,Sio ill kCA -.. N •. �" �1 ," ' «�fs oar "�z TIGARD, OR 97223 `� ♦, t; Z '� ,' \O it��':, / 2341 , \ , \ �!''"`. �1 ,y. ef tit V1,'‘1... ‘.3 .............. diiit• ' '' .4. (II "Illitil . ---' 5-') '..."---- . _ --(4) \ ----- \\______ /.4: i,„ ..)- � 107 8 *0 �� .� ` �t \'‘. — -� HJT ?1p037 -.,Li° ( 1r 1 \ . \ I _� ♦IP i �_ � 1'93 i, / , : \ r , �� fir, /. „ `�IV TAX L1° :\ \ -4 ( Ilk .�, ��,1111‘ \ OT 103 i-- ��,%\„\ \ \\\\,\N-)'\ , . _ ______, , L ..........,„—,___: ,,,,�/,dP. ` W • \� �i _ . [„do .. 70.41: , .„, , . , ., 2� '* 1 A 1 4 `� f'41 '�, � /' ) ? ) 1 _`,___\-\_______41sk_'_-�� /f �`� �,�i , \ \ , ' `'O \ICN '\‘‘,: IX• >`/hj, • is, J'�.. ,./ / 0 ,ON It-`� .r .sv 4 . �� a �. . , _ =��\��`,,,. . \ : ,..., _\_____--- ----_, _�j - ��...r-, ----:---__,.-*__-=---- - - \\ �� NY\ . . 1 EXPIRES: i2/31/19\ • __ '! �•�, err �� C� a ` -�i�� :., ` �+ \ ]8 t • �� 1 ,\:\ „of "*. U.1 V r-) \ \ . .... . \11400*-4/ /-.- -..-\, ' ON , . . 441/i IC° -„, .... -- 4.------ --:--.-------____--- --/,,,,,%,-------, -, OUT \-\ „ .o. e (\::1 ` �� "`' `� •1 �'� MACKENZIE 2018 . ,-,A. -',2 -// ' elk:, --- . Q �, c� w .. - \\ �'"`' \� �� i ALL RIGHTS RESERVED LEGEND 4 /' .- : -� • • ��'>;�` ' r� •�� t+l� l \ N\ \ �� ,.'�e `1/ �� THESEDRAWINGSARE THE PROPERTY..... \\\ ��w f�,_, a � j C` \ \ 7'.' 4t',`;9* CO rLIDFMACKENZIEANDARENDTTDBEP PERT�G--LINEj ► -�� S , ,� \ o ,;. Rryzr USEDORREPRODUCEDINANYMANNER, ru,♦ `` i �N i� OZ8WITHOUTPRIORWRITTENPERMISSIONCONSTRUCTION PHASE LINE - r:` `�a ,` \ !•,�� ;�•. a� a� it r \ l r REVISIONS: \ Z TREE PROTECTION FENCING (SEE SUPPLEMENTAL ARBORIST REPORT / 1 I? fi�T �`�:- a \ I gyp? oFOR FENCING SPECIFICATIONS) INSTALL DURING PHASE 1 D�MeU�E ' ` 1 a' h'�� ' Y \Z\-/\\ � ' phi' r2 inQ REVISIONS REV[5[ON DELTA © NTS P 1 ' '�r� NSD \\ [:::. �'/ L �a SHEETCLOSING DATE 236- EXISTING CONTOUR rMP�SE r 1 rr, a \ TAXL4T ,�� _..;� t _ .►_ • RaVEM� '''....%.......44k r'� ill` \` 104 - 1 X 04/04/2018 236 PROPOSED CONTOUR NTS f, f 1 .;r z.":.:!\:.`..,...' I ;0:7 ®fr, ; � - EXISTING BUILDING .,..-4,\ _ 1 21 IN PROGRESS DURING ... 2 l�l�tl �� `� -r y_ t o EXISTING OFF-SITE TREE TO REMAIN (PROTECTD ST �� • ic: o \ \\ \� \• . 23,7`13 SF (FOOTPRINT) ,. � > CONSTRUCTION) A 221 h./ '` \\ 104,778 SF (5 LEVELS) \- \ I I I EXISTING ON-SITE TREE TO REMAIN (PROTECT DURING �� sem- �s �`� \ � `\ CONSTRUCTION) �� \ L,,-.•:! ..: -F\\:-.\ �� I \ \ ,, EXISTING TREE TO BE REMOVED DURING PHASE 1 WORK '''''41/4't:''''Ill•414iV it.. -ilk - N\\ . t---1 1--T-1-1----7- • \ • , _' ;►s=* ��O \\ �� r .��± ...27-87',--,---4. \\�hr ;'T �j� , SHEET TITLE: FUTURE PHASE WORK (WITH THE EXCEPTION OF TREE REMOVAL AND TREE PRESERVATION AND REMOVAL PLAN �� :' 1 r � �' �} ` TRETREE PROTECTION FENCING INSTALLED DURING PHASE 1) f r f r j� r f r ', E Q j:_.,3yrri- 50 0 25 50 i oa 200 A f �� N ► f \ �\ r� PRESERVATION 1 , r r \ 1 AND REMOVAL rte- f f fi/i 1 , I ff y-1', f f �h' s 7�”�' < 1 f ; ; �,:_, I _ '� PLAN NOTES: ( IN FEET ) ` r f f i\ I �j I 1 inch = 50 ft. �� ./�+. 14_1-1,---___ --.___ -C------NCIAL____I '---'/---1---- � -10(5/s1/ i '�' ' / /OHO o ''Lt:' • ?.:\ q~ 1. SEE SUPPLEMENTAL ARBORIST REPORT FOR MORE INFORMATION 2. OWNER TO OBTAIN PERMISSION FROM, AND COORDINATE WITH ADJACENT si PROPERTY OWNERS AS NECESSARY FOR REMOVAL OF ANY TREES ON THE ~ ____ �f-- -- DRAWN BY: BTS PROPERTY LINE NOTE: ALL TREE REMOVAL AND �—/ — INSTALLATION OF TREE — -- -- - �-- CHECKED BY: GIM/MWB PROTECTION FENCING TO OCCUR — ~~~` SHEET: KEYNOTES: DURING PHASE 1 WORK R°M 1N�f zo r 1. ARBORIST OBSERVATION REQUIRED DURING TREE REMOVAL BEHIND TREE PROTECTION FENCING �� °''7(s� 2. SIDEWALKS BEING PLACED NEAR TREES TO BE PRESERVED SHOULD BE CONSTRUCTED BY STRIPPING C1 .3 GRASS/ORGANIC MATERIAL TO BARE SOIL, BEING CAREFUL NOT TO DAMAGE TREE ROOTS, AND THEN PLACING SIDEWALK CONSTRUCTION MATERIALS. EXCAVATION BEYOND STRIPPING GRASS/ORGANIC MATERIAL SHOULD NOT OCCUR. IF NECESSARY TO LEVEL THE SIDEWALK, MINOR AMOUNTS OF FILL MATERIAL SHOULD JOB NO. BE USED INSTEAD OF EXCAVATION. COMPACTION AND EQUIPMENT TRACKING SHOULD BE LIMITED IN THIS 2150559.00 AREA. ARBORIST OBSERVATION RECOMMENDED DURING CONSTRUCTION IN THESE AREAS. REVISED - AUGUST 1, 218 , RESUBMITTED FOR PERMIT - JULY 30, 2018 21 5055900\4.08AWINGS\CIVIL\559-C1.3.DWG BIC 08/02/18 08:37 1 50 \%, \ . / Z 2 PAVEMENT LEGEND / / \ \< EXISTING PAVEMENT TO REMAINfrl% / \ ACCESS ROAD PAVEMENT SECTION sLy7 /„ / \ . 3.5" OF AC PAVEMENT OVER 7" OF \ CRUSHED AGGREGATE BASE NTPA:t \ CAR PARKING PAVEMENT SECTION Architecture Interiors 9 2.5" OF AC PAVEMENT OVER 7" OF Planning Engineering TAX LOT 105 �� \ CRUSHED AGGREGATE BASE •` • •.....-.:z 'per \ \ ALTERNATE PAVEMENT SECTIONS: \-.. \ ACCESS ROADS - 3.5" OF AC PAVEMENT OVER 4" OF �� CRUSHED AGGREGATE BASE OVER 12" OF Portland, OR \\ �, / CEMENT AMENDED SUBGRADE 503.224 9560 - - '\` , \ - Vancouver, WA CAR PARKING2.5" OF AC PAVEMENT OVER 4" OF ' \ CRUSHED AGGREGATE BASE OVER 12" OF 360.695.7879 A754-, `.. 50' BUFFER �� \ ,_ . w CEMENT AMENDED SUBGRADE Seattle, WA OVERHANG INTO �� % „ 206.749.9993 ,,, -- 50' BUFFER \ . / I I TAX LOT 102 ` \\'�\ www.mcknze.com �,`; -- -� fi...3' TOF-9F SLOPE . NCSs... •/ /. \ LEGENDMACKENZ ! E 0000 - :- �: r ' \ O I _° / 1 / (W to PROPERTY LINE . DESIGN DRIVEN I CLIENT FOCUSED O ° O . \ t3` / o• ° _ COMPACT PARKING STALL c Client ° LOT LINE --SDETAL21C22c DEOPMEGROUP �\ 0 -� \ 1 \Q SI� DE? L5/C22C15' SETBACKTOP OF SLOPE TAX LOT 2300 3' 0VERHANG [NTO f901 NE GLISAN ST. ..44 o� ,�� lik �; 15' SETBACK \\''' 15' SETBACK SUITE 100 � �lr111.1 �� ° 3' OVERHANG INTO SETBACK PORTLAND, OR 97232 • 1 1111 i TOP OF SLOPE / \ 11 .11 "�' •••••Z / / ' ..'-'------\_. ♦��% ROCK WALL �� . 4,�\`` Th_ 00 �� X \ ,CONCRETE VERTICAL CURB Project 0 11�. ��4t ** w1 �-V �, TRIANGLE POINTE"1 Vfl -_ ��► 1= :44P•0-94P-444:46:11P74:4:41P''INP;if:t34.1_41*--41-. - CONSTRUCTION PHASE LINE X3333 A TH !t,1, � � _ :e , � .. . . It �. � ) PARKWAY •� • ` :�� ,/die +♦ ° °. ,1 1111 ! \ \ TAX LOT 103 / ,\\ TIGARD, OR 97223 `�. - _1111111' l �r�a�O ° °i° ! a ♦` \ \ <,, ii 11111 l , 11 •1 ° , , 1111 \�. (�1Q�,o.4114, •%. SITE DATA z_ _ , • \\_ . \,...1f-i. ' , , ��♦ / , �� : '. \ .4'. • \° � , NORTH LOT (TAX LOT 2300) �_ 1� /° 1 - _ r / ° co- \ 111 - , __ !° - --� \c o G P \ \�\ =� 0". FUTURE SITE AREA 118,372 SF \\�° � \� \�° r �� GIN*+ ' • FUTURE BUILDING FOOTPRINT 21,333 SF • + °'°'° °;° ♦ `� ��: s � \° ° ¢-' r^ \ IS ° ,;.,,,,:),...,:,07,--:'..44:: :.� 4,14 119432 FUTURE GROSS BUILDING AREA 59,784 SF ° ° ° oi.AIL o ° a ° "w."4„‘, o `\° ° \\ \° o % �,.r ',z , ° o ° ° ° . ° ,1 \ \ .,.�flIII+I ` 0 H FUTURE RENTABLE BUILDING AREA 53,306 SF / `-' ; 1.1 ° ° ° ° ° ° 0\0%, \ \\\ \ � '' �, d i 1 �, ) LANDSCAPE AREA 38,124 SF (32.2%) 14%I'E�E URE - ° e ° ° :�r1: �\ ��/et.. I 'r e './\/7',3 ♦ ° ° o TAX LOT J • z £w w. PH o ° °� �� " r....' c' EXPIRES: 12/31/19 " ___-\,.._. 11SE S 1 1 ° ° °/ • \ 104 I SOUTH LOT (TAX LOT 104) -\ Itijp'I V M q ]' 11111 ./ ,‘ ` �`- ,�-�\, EXISTING BUILDING � E EN y �•1 � 11 PROPOSED SITE AREA 261,945 SF TS lyy . \ , N11 ��r a ° ° ` '�I ��+ \::.1.?:' 23,713 SF (FOOTPRINT) ' 1 MACKENZIE 20x8 �/ A.1 ♦ Viz' '`` s \ q Y 1 !! - - \� '' 104,778 SF (5 LEVELS) - a ALL RIGHTS RESERVED BUILDING FOOTPRINT 23,713 SF \2y .,� , - � �. - THESE DRAWINGS ARE THE PROPERTY GROSS BUILDING AREA 104,778 SF (5 LEVELS -' 'Y, \. _ OF MACKENZIE AND ARE NOT TO BE � \ .11? f]I � ° V USED OR REPRODUCED IN ANY MANNER, ...t•! \� �� s.; fT� WITHOUT PRIOR WRITTEN PERMISSION .40-...."1111k41111 \ 9EE DETAL 3/C22C, c-,, _ LANDSCAPE AREA 72,010 SF (27.5%) � ,� , `♦ �\ ��rr T .��,�� . .� . ,� � . �,�:,1OVERALL SITE PLAN ,- X11 �� f REVISIONS: GROSS SITE AREA 380,317 SF C2.0 60 0 30 60 120 240 itiXZif \`�� r ;r ; ,' ; r \ oQ REVISIONS REVISION DELTA`` r I =r �, -� �., 04 �DET �/c�� _ ark. k ; Ap ��i ..� /\ THE CLOSING DATE ----1,4%7��.r:r. �+. ',� . ,, a 0 SHEET T ( IN FEET ) . L -1 i., t_i ...i.--/! ! 1 �1 11 1 , ° °ra'��r5M.'.�t ` , /' \< \ / 1 I X 04/04/2018 1 inch = 60 It. .► +! +�� •+ 1.� J \/--, '' ` I 2 IN PROGRESS PARKING DATA �-�: - - - �� -- _ / _-2;6 0 0 DETAIL 2/C2,2D ' EXISTING at 2300 + TL 104) SEE DETAL 4/C22C w STANDARD/COMPACT 546 SPACES GENERAL NOTES - • �-f 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: PROPOSED 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 OVERALL 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. 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'X1 6.5' OR 8'X13.5' OVERHANG) 04 53 SPACE y - - �..,:l - 5. CONTRACTOR SHALL ADJUST ALL STRUCTURES IMPACTED BY CONSTRUCTION IMPROVEMENTS TO NEW FINISH GRADES. EXISTING RE-STRIPED 0 69 SPACES I �\ EXISTING TO REMAIN 0 60 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. EXCAVATOR(S) MUST DRAWN BY: BTS / ,\ 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 TOT ��..._-10 �� 18 � SAGES 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: GIM/MWB ACCESSIBLE 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: EXISTIRG R STli-1° D • 0- PACES 8. REQUEST BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY THE ENGINEER. EXISTING TO REMAIN 0 8 SPACESC2 .0 TOTAL _ 8 SPACES CURB RADII NOTE TOTAL 213 380 SPACES (3.6/1,000) ALL CURB RADII ARE 3.0' UNLESS OTHERWISE NOTED JOB NO. 2150559.00 RESUBMI i I iD FOR PERMIT - JULY 30, 2018 215055900\4,,.DRAWINGS\CIVIL\559-C2.0.DWG BTC 08/02/18 08:37 1:60 r 00 - - min:alik IMI 41b..; . - - ...,, ,,,,, II / I Architecture Interiors 41),, dEXISTING OFFICE BUILDING :0 I, . � Planning Engineering 1 _ © i �� I I Portland, OR _ . • J .' ,� 503.224.9560 �� \� - . . _ = i - ;I I - ' -. , _ • _ Vancouver, WA ___ _ r I .___ .__ 360.695.7879 ii__,c___ _� - . - . � - � -� ✓ �� ` I ' i i ? I -~ Seattle, WA � I ~� - 206.749.9993 23 a, I --- f 6 - - ~ - www.mcknze.com i1€ ., / MACKENZIE ' DESIGN DRIVEN k CLIENT FOCUSED Let' i , DETAL 2/C2.2C Client TOP OF SLOPE 1 , 1 DEACON • PROPOSED 10' I DEVELOPMENT �� t.` PUBLIC PEDESTRIAN 3' ENCROACHMENT f �, �� \ GROUP INTO BUFFER _ ACCESS EASEMENT 'i - _.- \ _� --� 4.,...c ��.� 50' BUFFER > 1 \ /�,.,� ,. - - 1 `� 901 NE OMAN ST. -,:_ ___....r.. .......... _ 1 n +�. © \ SUITE 100 2 '� �� \ 15' SETBACK \ PORTLAND, OR 97232 • - _ - 1 ` \`\'7' ` - _ _ 10.5' _ ^ --\\\ - - - - - T -_- /�• © ENCROACHMENT PROPOSED 10' ,r' L =, -, r. - .- .. ._.-- r.. P -- , jam , INTO SETBACK PUBLIC• PEDESTRIAN \ � ,_... - ` h -�' -- �� TOP OF SLOPE ACCESS EASEMENT \ Project ��om 4 lai - .- . .' % _ TRIANGLE POINTE rig TYP, �' r 0 ;.. • i -� i i I - - ,0.5' 713333 SW 68TH N \ I (D, r T C IJ \� O © �. ; r -�. • - PARKWAY 7C 1 R-100' 12C ,.. • �-- \ R=40'� i .-. TIGARD, OR 97223 .411\ ,___-, „Av. ' R=20' -,,,- 0 ‘ '. • . • R=2'r0 0 _ e CI ) R=10' _ a • k • • ti -\ ; . ---) 0 ,R-2, \ R- 65 4 _.�__ it . -� . - : ._� F .,•+ `` R=40, 0 8C 8C I 0 0 2 in C � • � �� R=3 . o0 `C N 4.1' R=14 O. i "....zt 94 1 ' illi. 0 .! 1 I ( i - -------7----_-_-_-__- :LT -_____• ____ --7------ .,-- 17......-.........., -..,-- 1 . 0 \ I ° „ Q j H-16.5 26' 1 OC �� _rail ..),-P 6C " • . • , . r , qb + # ' 2* 4:14) :h' ` "` L-1.,........ �1�. • -, , ►_,- elPRN; J 4 - ° - W 4, ii. , Id WJ • I j 0 71 ---__i,____ 7.7'± 8C j, s limi Awf cli : ' i / 0 ' • •I.:16". Adr-r-4°.' . 11111111 14.5' 24' -,6.5' _ VIA I ' .11..11.4;.? 7TYP_ L_� _s_t_____71, /. ._... " �a ��- CO w 1I:a:,ir� \ _,1 f 1 .5" 24' 14.5. SEE DETAL 5/C22C it ' L f R=4.5 `n `�' 1 I /, R=40' © Q TYP. j y ` . NON ,�� I-�---�, - _ ._. , 1 r �F . O R=10 = v _ �T. . t6, J� R-2 R-2 =�- i' 1 1 ! i / / -----.,. O R 10.5 1 O 0 „ o 0 Z Ye 0 ,, 1 1 _cic ' 1 --------7- R= T R=40' �r J 29' O 5C -=- _ _�� 9C EXPIRES: 12/31/19 , YP IYP. lac 2 _ R=20 -cNi � R=28 TYP. � \ 7:11-11tc. i -- -- 1 -- , 5 R=28' R=5' ~J � _ �\ iv. r---\\\\ 9S 1 5�° 26' I ILri ( 00 SC Q` , '\\ '` ` ` TYP! _ f 8C I TYP ALL RIGHTS 1 RESERVED \ I !N `�' 4 TYP. �� ,) i R-2Q' ` R=4' I i I I THESE DRAWINGS ARE THE PROPERTY `� ® R=4' R=5' R=4 R=4 R=4 R=4 R=4' OF MACKENZIE AND ARE NOT TO BE I HEELCHAIR R=5 USED OR REPRODUCED IN ANY MANNER, I ID _ I _ ` r ®USER ONLY ® 1 : - r_r___ C WITHOUT PRIOR WRITTEN PERMISSION T I 7S TYP �. r `� R=4' R=4' R=4' R=4' R=4' R-4' R=4' R=4' 4 TYP. R=4' R=4to " ' -- t,01 j , � � L---- -- REVISIONS: 9S it 9' I _ • in 9' -- 9' 7.2't - - � TYP 2 9 r • Fr-i,. REVISIONS REVISION DELTA ■� TYP TYP 5 r THIS CLOSING DATE 0 'I - - ° 8S 8S n I r , jiosL TY 10S 1 OS '-" 8S �o SHEET _ O0 .... - - - - - - - ,� - - 5.7' I 1 X 04/04/2018 I I 44 0 gl p �•"� s g s 0 g s 2 X IN PROGRESS �: �_ ✓� I I f --. FUTURE { PHASE 1 HIGHWAY 217I 1 1 - - IMPROVEMENTS IMPROVEMENTS I I 1 �_ rI , I 1 SITE PLAN-NORTH LEGEND PAVEMENT LEGEND C2.1 A 30 0 15 30 60 120 I KEYNOTES 0 PROPERTY LINE - - 1. CONCRETE VERTICAL CURB PER DETAIL 1 C8.0 8. CONCRETE WALL PER DETAIL 1/C8.1 AND 2/C8.1 SHEET TITLE: EXISTING PAVEMENT TO REMAIN �� --v �� SITE PLAN - ( IN FEET ) ( 2. CONCRETE PEDESTRIAN PATHWAY PER DETAIL ) 9. SITE LIGHT POLE, SEE PHOTOMETRIC PLAN NORTH COMPACT PARKING STALL ACCESS ROAD PAVEMENT SECTION 1 inch = 30 ft. 1 C:.O LOT LINE -- 3.5 OF AC PAVEMENT OVER 7" OF 10. RELOCATED DIRECTIONAL SIGNS - COORDINATE CRUSHED AGGREGATE BASE 3. NOT USED FINAL LOCATION WITH OWNER CREEK CENTERLINE © -4.- _ �r1 .��.�� ,�,_� CAR PARKING PAVEMENT SECTION 4. 4 WIDE WHITE PARKING STRIPE- 11. PROVIDE SIDEWALK BARRICADE TOP OF SLOPE 2.5" OF AC PAVEMENT OVER 7" OF nr. CRUSHED AGGREGATE BASE 5. TABLED PEDESTRIAN CROSSING PER DETAIL 12. ACCESSIBLE PARKING STALL PER DETAIL 4/C8.0 15' SETBACK ALTERNATE PAVEMENT SECTIONS: 4 9/C8.0 � � �� , 3' OVERHANG INTO SETBACK ACCESS ROADS - 3.5" OF AC PAVEMENT OVER 4" OF 6. LANDSCAPE AREA PER LANDSCAPE PLANS DRAWN BY: BTS BUMPER OVERHANG CRUSHED AGGREGATE BASE OVER 12" OF 7. REGIONAL TRAIL SIGN PER DETAIL 2/C8.0 CHECKED BY: GIM/MWB CEMENT AMENDED SUBGRADE CONSTRUCTION PHASE LINE INMENINii 1 iSHEET: CAR PARKING - 2.5" OF AC PAVEMENT OVER 4" OF CONCRETE VERTICAL CURB CRUSHED AGGREGATE BASE OVER 12" OF CEMENT AMENDED SUBGRADE EXISTING TREE TO REMAIN 0 C2 ,1A JOB NO. REVISED - AUGUST 1, 2018 2150559.00 RESUBMI I I CD FOR PERMIT - JULY 30, 2018 215055900\4_DRAW1NG5\CIVIL\556-C2.1A.DWG BTC 08/02/18 08:37 1:30 N\. / 0 * N N N '0 , o LEGEND PAVEMENT LEGEND 0 N\N . . . . PROPERTY LINE - - C) NN _ - EXISTING PAVEMENT TO REMAIN ` N •\ COMPACT PARKING STALL • ACCESS ROAD PAVEMENT SECTION Architecture Interiors �N LOT LINE -- ♦ 3.5" OF AC PAVEMENT OVER 7" OF Planning Engineering 0 \ CREEK CENTERLINE ------------- CRUSHED AGGREGATE BASE � �� CAR PARKING PAVEMENT SECTION N TOP OF SLOPE 2.5" OF AC PAVEMENT OVER 7" OF / �� 15' SETBACK CRUSHED AGGREGATE BASE / 16S ALTERNATE PAVEMENT SECTIONS: Portland, OR ON 3' OVERHANG INTO SETBACK 503.224.9560 ACCESS ROADS - 3.5" OF AC PAVEMENT OVER 4" OF Vancouver, WA �� BUMPER OVERHANG CRUSHED AGGREGATE BASE OVER 12" OF 360.695.7879 �\ CEMENT AMENDED SUBGRADE Seattle,WA ROCK WALL 206.749.9993 /4 \ CONCRETE VERTICAL CURB CAR PARKING - 2.5" OF AC PAVEMENT OVER 4" OF www.mcknze.com / • 185` 1 \ CRUSHED AGGREGATE BASE OVER 12" OF CEMENT AMENDED SUBGRADE 18 EXISTING TREE TO REMAIN 2$. MACKENZIE DESIGN DRIVEN 1 CLIENT EDCVSED f / .., S9 SSS• '�i Client / - a DEACON m \ ' 7 KEYNOTES 0 VE OPMENT / -' \ ?�' 1 O 1. CONCRETE VERTICAL CURB PER DETAIL 1/C8.0 60' I. ��, 0 2. CONCRETE PEDESTRIAN PATHWAY PER DETAIL 5/C8.0 901 NE GL1SAN ST. 0 0 SUITE 100 11/4 0 .: \ 0 f 3. EXISTING ACCESSIBLE PARKING STALL TO REMAIN PORTLAND, OR 97232 / - - . 0 0 0 4. 4" WIDE WHITE PARKING STRIPE ,i / . . 0),..e. 4_(z A � � 0 / y CO%‘ 0 5. AC PAVING PER PAVEMENT LEGEND, WITH TWO-WAY Project - J ..:. SHARROW BIKE LANE MARKING / . 0 / . / . � TRIANGLE POINTE / 6. LANDSCAPE AREA PER LANDSCAPE PLANS 13333 SW 68TH 1 oc ?� �• PARKWAY / \ //, ` 7. ROCK WALL PER DETAIL 4/C8.1 - iiiir , 11GARD, OR 97223 ,/ (9 .. ,/%` • . .j41110 `,, \ 8. MATCH EXISTING CURB ` ) NW _ os40.. 9. EXISTING CURB TO REMAIN A . . + . \ 7\: , .. 0 / v �,r, .. ") 10. EXISTING AC TO REMAIN ----/" �' 12 _ ., 1 SITE LIGHT POLE - SEE PHOTOMETRICS PLAN ��. - PIN, 0 \I" , ' '"'...'.. .-"- , , .... 7 .4t / CyN, ,• t+�� / I« p ii„, ,.. . (--------7 . .. „ 41:::• J 15' SETBACK /j , / a 7 c, .• .C7 •• .Q ' OC FW W. 6s p I // TOP OF SLOPE /,.:' / 4 /.' � H :� • :, 2� (EXPIRES: 12/31/19 ,/ / 19C #S0 c� 2 69, - * . 0 v �- / 0 0Nc' 76' `:. /� © MACKENZIE 201R8 U S' �. / , .-4 ALL RIGHTS RESE VED �' 1 A/� / % G co II�� i/ • z; ,\ •�• . THESE DRAWINGS ARE THE PROPERTY \_-- `� �� >>%3� ' EXISTING BUILDING O .6. OF MACKENZIE AND ARE NOT TO BE Il' / G CJ , '`' OF OR REPRODUCED IN ANY MANNER, 'If • V WITHOUT PRIOR WRITTEN PERMISSION 23 713 SF (FOOTPRINT) SEE DETAL 11C22D r No` �im. �Q \7 © 2 : ' �' `. 0 104 778 (5 LEVELS �. REVISIONS: � � „ fer p*4115S0 lkh� �� p '0 �' • ins REVI510N5 REVISION DELTA c:,, ` >.a THIS CLOSING DATE 0 G ��, , cr o SHEET / / " sir OTYP. kl �• / ' f '' �. , 1 X 04/04/2018 6S 2 IN PROGRESS iiii L .... p 0 Nsc,N)\0° 6, `V' ' \� ._._, cl , , .1,.. 10 , . //N . 2 • . • 0.1 — -- - Nft. / 4 hp, ., ' N, , , I ,.. 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I 1 .0. aft Oa \ --- -- _---- [�'�B -~ 1 1 s ,� r =ice` r °PT !' a +''- I io-> . i ....., 4,-t- —7:7----- ..-h y I . -- 4 / - IIIIN -wg' -' '4' 4 1 ...1 , \ Ill Dila ��'''''�� r, � � �i 1 1 l t t y j ,._�- + PROPOSED 9.53 ...obitA�`r 1� _..nl�l, "• �� i sti�� I - ! l- t ' yy t '1 ', y ' t 1111 PUBLIC PEDESTRIAN y , 1y 1 1 ACCESS EASEMENT *4* �� ► .. i _ r - ,�� y , ; i y , 'y r �� ` 1 DRAWN BY: BTSrj *j MSL • tea r p I �_ _ a n ` TYT' 11 S S �"�� ----- I CHECKED BY: GIM/MWB n 115 —ri �- --�, "- ` ,, O +.esrwosww..sw■wai■w�wa�wwwr�ww�rw..swrw..wrwwww■w ww�sw�rw�si�1. , , - SHEET: _ _ _ - SEE DETAIL 4/C22C 6'±' fi (15 ` 1✓ �- I 0 0 0 0 11 0 4D 1 SITE PLAN-SOUTH C 2 .1 B SEE DETAL 2/C2_2D HIGHWAY 217 c2.1B) 3° 0 1 5 3° 6 0 120 JOB No.2150559.00 ( IN FEET ) , F 1 inch = 30 ft. RESUBMITTED FOR PERMIT - JULY 30, 2018 215055900\411RAWINGS\CIVIL\559-C2.1B-DWG BIC 08/02/18 08:37 1:30 s'4y -- t ' - LEGEND 6� � tf,. A7 PROPERTY LINE - - SPOT GRADE 1225.001 r I _______________ '1 tk I a . ., EXISTING CONTOUR 1 � � TOP OF WALL GRADE 1225.001 TW 1%1PROPOSED 1-FT CONTOUR 236 ■ If I i ,,/ PROPOSED 5-FT CONTOUR 236 BOTTOM OF WALL GRADE 225.001 BW Architecture Interiors of 11 , 1 , ii r;_ _11, f TOP OF SLOPE TOP OF CURB GRADE 225.001 TC Planning Engineering , , , ' � 15' SETBACK _i � /: I.L.0. 3' ALLOWED ENCROACHMENT - - PAVEMENT GRADE 1225.001 AC II7r 1 I TREE PROTECTION FENCING Portland, OR i t RIM GRADE 1225.00 RIM 503.224.9560 �/ .,--- - f r ~ -- 1 _ - + I - CONSTRUCTION PHASE LINE ter• �� / Vancouver, WA -- - r i LII„„_\,.. EXISTING TREE TO REMAIN �- 1 T . .=- �,... ✓ \ \ 1- 3879 5eattie?WA 1_,.....----------- FUTURE PHASE WORK 206.749.9993 d: www.mcknze.com TOP OF SLOPE :ii 0 __-:- - MACKENZIE 3' ALLOWED ��' • •)j, ihWi __ENCROACHMENTDE51°N DRIVEN ICLIENT FOCUSED ISEE DETAIL 2/C22C ;---__ / \� / - \\_ /� Client / _ r` '�'` i - /i i / DEACON \\ \ -�;� t y Jam, i1i/ /,/ r- �_ _ _ �_�-� �\,,�`.„, ---. :-'-' \,__\___ ., DEVELOPMENT i ---z---_, ,."---:-__I--------221 -~ �-�- -- �--]t I� � ; I 1 !.\�: i=�`\__- _/� - -��- l - �� .\i \./ 7"---77-::<-=--_----=------- -----... \=-\ ``-�_--- -------"\' �� - / .� _ .... ----- - �� t I .---- -'------:7.---,----7::', ..--1- ---1 \ �� rte' �� --v`\-. \�� -\` \. �� 'y \ G S • :� + + + -- ` �- �� 1 ti� `. `\ -.� �� \�' -- �_ �� '�r_� �1 r� J 9� NE �h7AN . ___/ . . . . . . . . . . . + �! � "-. -_ , ?....-N-� // � ^ ' +�. ., __-- ,,--�_� �j� -',-,.. .# s*\ '�� _-._ __� \ �� ?\\Q PORTLAND, OR 97232 �lYM w s 233.351 RIM 50 BUFFER ♦ f - ` ��_� ,tea... - 231.75 TW --- .-._TT r `--, \ \\ \\� `��\� /` �\ [\ 6'' \\ l ` -lYM- - lYAI�-- - S. _ '. _ i ,.7. j \ •' ..� - 2 30.00 B W _.. - _ '�_... \ `�, \ `--� �J\�\ \�\� '\ \N''' ,.` _ �' -�` ~� lYM - =rM =~ /� l - ' 5 WALL 229.50 SW \ \ •� �\ \ �. 7744 �` /� \\ice , . _ -- -- _ 4 \�i \ 1227.05 RIM - \� ` \ \ � ° •�:'�-'. �.L.. �'. � °r t : . °'� * '•�~ -•rte-�.+ ° � � -�. . lYM ` .�' � � �.. 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I ,�C' I - 4)/4° +� . `,I 1 I 2z2.00 BW ' \ ' ° 1230.50 R]M \ `5�� .a ♦\ C8.1 -�.. 1" WALL ., �'� O� \ M - C-' ♦ 224.25 TW RI \-233_- / I �' �,� �' �L� 230.67 �� ■ 222.75 BW `00 Zile: 14 , • _: _236.95 TC u) - -- , -- p -- 7` `� _` 236.45 C ‘2.:•:•'"... el 1/ 73IAC o o <' I\ 230.17 1ATCC\ {`�t�' ♦ r-----.,_:,411r...... \` 1.5' WALL1I m NIN ii ---„-_-__ • PR cv d • - ra r \ war : NL__ ` _ 2...,405.eriol /� 04 �Ai,- •~.. U F1i .. 4. 111=11111 1„ _ ...., All Al tr) ,v.., • . .40, -- 4, #19432 -• \1111 �„_� f 2 i __ , 95 TC � - 1224.95 1 RIM - W Ia- - o f /i ,_ iiI:' ,Ty lob- °° 1227.70 RIM 'S WA?--- 7) I I X233.20 E RIM �� `y 2 227.57 TC -DO, fir- 73 1235.45 AC 11`, gj ` 1234.00 TC `'�' `�/ `,gyp III �9 227.07 IAC r -_� �,� CO 236.97 G {' 235.05 AC 1233.701 AC / S A SEE DETAIL, 5/CZ2C \ , 7' 0' 9j,. 1g, ,\, 236.47 233 0 C _ 234.40 TC • -:.70 RIh� 1227.0 TC Off° 0J CI 233.201 RIM 233.901 AC r 1226.5 AC -b' • 12 4.3$X 1222.30 RI Z Ew w' 0 pl (229 228 / 1223.88 IEXPI-ES: 12/31/191 �J� 234.1151TC 67 234 233.31 IAC \_______ �_ ID 2 1233.651 AC 0.5% I -�w - 237.15 TC 0.5 / 2.27 ~ 6:1 i�236.65 ACo o { ---- 0.5% I ' 2.2% i\ © MACKENZIE 2018 '`' r ___n-- 2 233.81 ITC 3g:5771TA C 224.25TCALL RIGHTS RESERVED 2 5% 34 N `� 233.31 IAC �-J --J 227.92 'TC C 223.75 AC THESE DRAWINGS ARE THE PROPERTY '- �' 227.42 AC 26.00 I RIM73 X224.00 RIM OF MACKENZIE AND ARE NOT TO BE VD USED OR REPRODUCED IN ANY MANNER, ly_ CV 1234.10 QAC 2`34 r'Lr' �° `D�'� "�, ��`� r) �� WITHOUT PRIOR WRITTEN PERMISSION 73 73 61 7 k i U-I try ,-,,s, \ ,3_, '� �i 235. 7 TC � ._ al cNi O° , - REVISIONS: 1______ei_. N 234.77 AC o �`' V) 237 \AI Z 237 i �a \ 1235.70! TC I o / 235.201 AC u1Q REVISIONS REVISION DELTA \ I » THIS CLOSING PATE - .� � 236 $ 5 y -o SHEET �26 37 AC f 234.60 AC 235.67 TC / 237 n W W 235.17 AC 1235. 0 ITC , .. -._.. - . - c -- . X . /0 /2018 1234.01 AC - - - ..,., - - - 35.04 TC , -- ' 23.58 TC r 1 104 4 r230. 3 234.54 AC + �_ _4 ' 1235.1 ITC 233.86 TO TO 230.5 TC 2 ,20 TC z 7.9 TO 225.70 TC 2IN PROGRESS 2 4.85 II AC X5.60 T� ♦� 1234.61 AC 233.36 AC 233 08 AC 230.331 AC 1230.06 AC L227.70 AC 227.451 AC 1225.20 AC I I 0 RESS 25.351 TC M35.10 �AC 235.25 I TC 234.751 AC SEE DETAL ------ -- IMPROVEMENTS IMPROVEMENTS HIGHWAY 217 L 1 GRADING PLAN - NORTH 2.2 30 0 15 30 60 120 SHEET TITLE: GRADING PLAN - ( IN FEET ) NORTH 1 inch = 30 ft. GRADINGNO NOTES -v - v - v 1. ROUGH GRADING: ROUGH GRADE TO ALLOW FOR DEPTH OF PAVEMENTS, BASE COURSES, AND TOPSOIL PER DETAILS AND SPECIFICATIONS. 4. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT FINISH GRADING: BRING ALL FINISH GRADES TO APPROXIMATE LEVELS INDICATED. WHERE GRADES ARE NOT OTHERWISE INDICATED, FINISH ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING SYSTEM ARE NOT ADVERSELY IMPACTED. THE GOVERNING JURISDICTION GRADES ARE TO BE THE SAME AS ADJACENT SIDEWALKS, CURBS, OR THE OBVIOUS GRADE OF ADJACENT STRUCTURE. GRADE TO UNIFORM MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. , LEVELS OR SLOPES BETWEEN POINTS WHERE GRADES ARE GIVEN. ROUND OFF SURFACES, AVOID ABRUPT CHANGES IN LEVELS. AT COMPLETION OF JOB AND AFTER BACKFILLING BY OTHER CRAFTS HAS BEEN COMPLETED, REFILL AND COMPACT AREAS WHICH HAVE SETTLED OR ERODED 5. SITE TOPSOIL SHALL BE STOCKPILED DURING CONSTRUCTION AND USED FOR LANDSCAPING. DRAWN BY: BTS TO BRING TO FINAL GRADES. 6. THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS BASED ON A SURVEY BY ZTEC ENGINEERS INC., AND IS CHECKED BY: GIM/MWB s GRADING TOLERANCES_. SHOWN FOR REFERENCE ONLY. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS WITH HIS OWN RESOURCES PRIOR TO START OF ANY ROUGH GRADE AT PAVED OR LANDSCAPED AREAS: ±0.1 FT. CONSTRUCTION. SHEET: �. FINISH GI DE PR10R TO�PIN LA G FIRFA9NAL UG:±9 FT. 7. CONTRACTOR TO COORDINATE GRADES AT ENTRANCE WITH ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION. 2. 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. EXCAVATOR(S) MUST COMPLY WITH O.R.S. 757.541 THROUGH 8. 2% MAXIMUM SLOPE AT ALL ADA-COMPLIANT PARKING SPACES AND LOADING ZONES. O2 . 2A 757.571; EXCAVATOR(S) SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS 72 HOURS (MINIMUM) PRIOR TO START OF WORK. 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 10. WHERE SLOPES ARE STEEPER THAN 3: 1, CONTRACTOR SHALL INSTALL JUTE MATTING. SLOPE SHALL BE PREPARED TO ENSURE COMPLETE AND JOB N0.2150559.00 MEETING THE CITY OF TIGARD AND CLEAN WATER SERVICES REQUIREMENTS. THE GOVERNING JURISDICTION MAY, AT ANY TIME, ORDER DIRECT CONTACT OF MATTING WITH SOIL. FOLLOW MANUFACTURER'S RECOMMENDATIONS. REVISED - AUGUST 11 2018 G CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. RESUBM1 I I tD FOR PERMIT - JULY 30, 2018 215055500\4_3RAWINGS\CIVIL\559-C2.2A.DWG BTC 08/02/18 08:37 1:30 --.1. ‘ •\ . . . 0 . 44N ....„. . .. . \ NN:-....::.:::.:::.::.::.::::. ifici \:.44:\ 1k\ LEGEND - - MI 111 \ ♦ \ PROPERTY LINE\fir EXISTING CONTOUR '-- - Architecture Interiors .� /' \ \� PROPOSED 1-FT CONTOUR236Planning Engineering /I \ � \fir � PROPOSED 5-FT CONTOUR 236 TOP OF SLOPE -- illk iv 15' SETBACK Portland, OR / ^ 503.224.9560 Vancouver, / /� \:".. 3' ALLOWED ENCROACHMENT — — WA 360.695.7$79 ":1 / ,, / , \ \\.,,, . :E:cTE:;ION EFENCINGSeattle, WA / _ 20F.749.9993 WWW.mcknZe.com , 466. 0 �o SPOT GRADE 1225.001 / , N ) � ` ' `. MACKENZIE TOP OF WALL GRADE DESIGN DRIVEN I CLIENT FOCUSED � 1225.00 TW::Alli -WlikkIIIW Client ::°9 �.. ': / > 4 ji ., ‘ BOTTOM OF WALL GRADE �i225.00� BW DEACON ..*:.:::., +! / \ � . GROUP / /:? /�0 TOP OF CURB GRADE 1225.00� TC ' �� , PAVEMENT GRADE1225.001AC ��AN ST. � POR'TL.AND OR 97232 1/(A Io '�� 1'r �1 ^ , , G1225.00 RIM Ilrt RIM RADE/ / o . ..*:1:41. ..:\. / / ilAk �� N ry �l4 `, \ EXISTING TREE TO REMAIN (3 Project • �� ,. :....1,14f �� TRIANGLE POINTE / 147 / 11•3 � 13333 SW GSTH / r r '. / i , PARKWAY / �p GRADING NOTES TIGARD, OR 97223 _________________ -� ° / �p'� (____,— ii. ti. ..:s ►, Pfs.,. �p� \ SEE SHEET C2.2A \ t. moi, `. 794 4 i :-t e ' \ , , /. , / o• e,' dik I ' l'''' °:G:: ... 447414"4,- ,r lo .• 6. _ - w / - 7/4 1 206 Gib �,0 i Ng s . ... . .... . 0. •.� /0/N ` 2074 - vAl Tit 14.1bil . / .....,-D.,.7 tisr 8, Ilk 11. �IIV: W. ___- \ _,, t- 4 ' cu 1.0;:,_4 iiiii ♦% 4144, ��'� �,�. -. �-- EXISTIN U DIN `� \' aETBACK / G BUILDING G . �rEXPIRES12/31/191 ' ti, ' ,' *44411111111111M144-, : . .,-----\,, , 9C-E DETAL 1/C22D• r ,� �� .% • . :le i K'441/7 MACKENZIE 2018 �. ° ALL RIGHTS RESERVED t��rk �� 1Q, 14° �� THESE DRAWINGS ARE THE PROPERTY *�• / OE MACKENZIE AND ARE NOT TO BE 401N, N:1' •. USED OR REPRODUCED IN ANY #BANNER,—_--� ki_g_lniv / �, a %'` • ,,, r ,; WITHOUT PRIOR WRITTEN PERMISSION' 2 *: �, I'.`:'• �, ri: EXIST. / r_ ` ilk ��!" / � REVISIONS: . , hl�'. o 41, i A 'Cii• 141.116th, �7_Art Thp-- �\\ t / 'op- \�� / ,:__",..:1:3,11-1...*.t..,,: �` �Q 5�iC RH5510N5 CL05ING DATEREVISION A [' „�� 2]S1 ' \., , �� / iww SHEET 4rt 41/ % 0 / .. .. ,/ •004 • c) _ 000 •• ... \ me ism 7111 . �.,�6. ihilbraIldititaarigilPlir �' 040 :• ., �". • 1 04/04/201$ / 9.' '..;,. , �I N . . , 2 1 IN PROGRESS ♦ / 'EXISTING 8 D.I. . �•. iei / ,% cwt�r > • ♦ -jllf,4 NE TVWD R \ !-• r ' ,c �N, e �..vi • . — ♦ '•: SEE DEAL 3/C22C y y t -- ii \;` fo.-403,A • cv/ „or 10 %.„1, .., :. 22-LO [�J ..-A • . ♦ ... 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EXISTING AC TO BE REMOVED - Planning Engineering 12. EDGE OF EXISTING AC (NO CURB) ___ 4. TABLED PEDESTRIAN CROSSING PER 9/C8.0 �� - T 13. EDGE OF PAVEMENT (NO CURB) - - f 5. LANDSCAPE AREA PER LANDSCAPE PLANS J~ r t 14. VERIFY SAW-CUT LOCATION REQUIRED TO --�- _ 11 it 3�r r 0 11 6. MATCH EXISTING CURB GIVE A MAXIMUM 4.0% SLOPE OF NEW AC l 0 -- 8.3 :11L- r - - I - 1- Portland, OR 7. EXISTING CURB TO REMAIN 15. BLACK OUT EXISTING STRIPING 3 ` .__- _...�. 503.224.9560 1 0 Vancouver, WA 8. EXISTING AC TO REMAIN 16. BOLLARD PEDESTRIAN PATH LIGHTING, SEE 1l i3 360.695.7879 PHOTOMETRIC PLAN 1 I ' Seattle, WA ID / I 1, ', 8 1 1215.25 IAC 206.749.9993 1 ll 3 41) S' ,� FLUSH _ Seattle, \ - 1l 1 _ 1 t \ _ MACKENZIE '4 �,{� 1111 _ i Q l _ �� l y I --' , DESIGN DRIVEN I CLIENT FOCUSED \- a =�, RI ' __.... - 2 11, Client - -' - - 3.6' DEACON toi, 1220.00 TC 219.70 TC - DEVELOPMENT `�� 1219.50 AC 219.20 A C6 .,.. rs GROUP (-.5)---- EXIST. MATCH* r� `�`�` _ = SUITES 00 AN ST. (" - _ 11111111'41 : __--- OR nPORTLAND: OR 97232 0 ' 'C A : GRADING ENLARGEMENT GRADING ENLARGEMENT a / .� TRANSITION TO(� - EXISTING 4 SOUTH PARKING RECONFIGURATION 1 Project 0., / I/ . i'' SCALE: 1"=10' \2.2 SCALE: 1"=10' TRIANGLE POINTE �� END 6//1 13333 SW 68TH \ 41) 0 (Q) 9ØaciEN o°l° - PARKWAY �' v _ TIGARD, OR 97223 ,` 0 � '; \ a 16" WESTERN RED CEDAR - \\, 231 _� --�\ i �@ 0BEGi \ -\---- ,,<,,,, �, '1 ` , '1%1411%.,,,,,),...........111‘42%... 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N 0 N ' D / 1230.55 AC %.41 ,..410\* 229.851 AC I 1 IL. I - 4.4. 1%144* <.3/4141%41: 111 © , 7I I I 1 0 BEGIN Alltio. - - 8.5 1 ' I ("END 541° _ __ ; i • 3, 231I '"» F"` _- _ ' _�.,s,,, SHEET TITLE: I ENLARGED 230.70 TC � � PLANS (" (11-4111) a 230.20 AC v - A III . "41' _ PHASE 1 7 1 rf MATCH tio -__ / /� V . A -..i. -- HATA ' CO ? " / N ---_____________________ EXIST. END - - Nc-\ . / - ( 1 1/i 1 .------... ti )) DRAWN BY: BTS CHECKED BY: GIM/TWM GRADING ENLARGEMENT GRADING ENLARGEMENT GRADING ENLARGEMENT SHEET: 1 PHASING TRANSITION0 SIDEWALK CONNECTION4) TABLED CROSSING - NORTH \2.2 SCALE: 1"=1 0' SCALE: 1"=10' ' SCALE: 1"=10' C2 a 2C _ , JOB NO. *NOTE: VERIFY ALL EXISTING GRADES AND FEATURES PRIOR REVISED - AUGUST 1, 2018 2150559.00 TO CONSTRUCTION RESUBMITTED FOR PERMIT - JULY 30, 2018 215055300\4_DRAWINGS\CIVIL\559-C2.2C.DWG BTC 06/02/18 08:37 1:10 KEYNOTES 0 M OP \ \ \`\ N. \ \.\1 t', , \ I 1. PEDESTRIAN PATHWAY PER DETAIL 5/08.0 11. MATCH EXISTING CURB Architecture Interiors \ rai,,I,,,, >,y 1 i PlanningEngineering ` ` �`. �� tl \ 2. VERTICAL CURB PER DETAIL 1/C8.0 12. TABLED PEDESTRIAN CROSSING PER 9/08.0 9 5 Vir,z - RECONSTRUCT MANHOLE TO\ \� \� `, I1 3. LANDSCAPE AREA PER LANDSCAPE PLANS 13. 4" WIDE WHITE PARKING STRIPE --..\.,\...._ ROTATE RIM OUT OF PATH \ ` ` \ \ 5 AND ADJUST TO PROPOSED `� \� i \ \ \ 4. EXISTING AC TO REMAIN 14. NEW AC SECTION GRADES \ `.` , \ C8.0 .\ •" BL CK P )c_ DETAL 21� 5. SAW-CUT AC 15. REMOVE 18 LF OF FENCE. REPLACE POST Portland, OR Z \ �. =\� WITH A TERMINATION POST AND 503.224.9560 �.� - @ \ �� © •"�• I.\ .�. �. 6. CURB STOP PER DETAIL 8/08.0 RECONNECT FENCE TO POST PER ODOT Vancouver, WA • • -f o ��t I2T .SD fAC \ O �., STANDARDS (SEE SHEET R1 ) 360.695.7879 �Q �_ \ `� % 7. EXISTING CURB TO REMAIN g ct 0 . �'" 0 Seattle, WA a. 1209.80 \ + \ r i��~ �.-",� r ` `. ® \ . > 8. TRUNCATED DOMES PER DETAIL 6/08.0 206.749.9993 1211.00 fAC agi.:::.° 7• ° - - - ,� f 1. ', \ I \ A www.mcknze.com _ ,1 a a•° �,� • /� 5.35 = • z MACKENZIE 1 \� 10. BOLLARD PEDESTRIAN PATH LIGHTING, SEE -:1-> 11%.*.' 5, cV ll D Y dj77z7Zi ° ° n G� �, o PHOTOMETRIC PLAN , _ D 5.239 D � • / .. ' Client .- _ _ O © D I / o r I D / o DEACON / J DEVELOPMENT 1' MIN. � ° �' 7,... s.:_.--"--_-- - •, A CflOUP N M. •4*1'.41*209.681/ ` 901 NE CLAN 3T. ,� . ; suRE 100 A \ PORTLAND, OR 97232 L 1 Project _____J TRIANGLE POINTE 13333 SW 68TH PARKWAY GRADING ENLARGEMENT TIGARD, OR 97223 ODOT CONNECTION 40SCALE: 1"=10' \ ..0.1.,, • • OO.++ %%%%% . G �+�' 1412 � 19-.ic--\C---7 1.1004,„..t./,,%%. 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' ____ � 8 C� 3'8% � Z; - / 6" 3D34 PVC C� 2.0% - �r��--� ---- � ` 2 \ \ 90l NE GLOAN ST. --L------Aft `! 1 15' SETBACK 1�_� -`� � _, iE(8''') ® 3 $% \,� � ��. ..- �-- � �-.�. ^ . ,f��---�� -------\:______�-�- - EXISTING STORM DRAIN OUTFALL IUMRTIANREIA:1°C;L: OR97232____ gl 15" ® 0.35%ic / .� �� 21. 3 ENCROACHMENT \0 {FROI�F ASUILT PLANS/ �lVMs � \ � � 1INTO SETBACK - ��%�� -lYM M /. / ..- NOT VERIFIED BY SURVEY}.� i - , i.nr�� „ ��, -"` \ �- � , ,.,•. )t. _• - - 12 ® 1.0% -��`� 2j:D7'51():\()TV61 ---------257 ---\_' dIE(12"}=210.78_ F 1kY� � �r. , �`` _/ -= L.,.�; .-^T • a. • - • ` - :-�-5-- Vie: -- • -. • .. -° -�• �� --�r...j;7,] a 1• ,. - 8" ® 0.60% \ _.� ' \ \\ N \r-.. , ° - .. . ,. a: � , ' .} .. � � ' . .. .. -° • •• �` `` � �� EXISTING $ D.I. CB � � � - jec•4 : • Ir �''� r WATERLINE {TVWD) O " N. - PROPOSED 11.z*-� _ POINTE S" ® 3;8� _ '^ ROOF DRAW STUB I • .;. .� � RIM227.05 IE 8 )=224.9$\ WATERLINE EASEMENT -MI IE(8"}=232.00 233 1 ► `I�� r war ~~_ IE25.05 ✓_r--. _ J - IE(10"}=224.94 ``-�� 1-- 13333 SW sBTI" EXISTING 8 D.I. � . . �� y Iti � IE(12")=224.$1 � ?Q EXISTfNG SD MH J �� PARKWAY _, r� �, 15 PROPOSED STORM '"--. 1E(12")=213.40 TIGARD, OR 97223 © I2�S WATERLINE {TVWD) ~\��_ i" d.- \ 'R . : . ... � �� SSOVER EASEMENT 'z2• \� CB 1 • r . �."�o.,... -• �nr- , I' ~ 15" ® 1.0% RIM=233.20 -JZ • • , ° ' '� • . . �� - (NOT VERIFIED " Tr i • . A a IE(8")=231.20 \ _ .. = �. fie' • \ BY SURVEY) © ---\ : # 6 SANITARY SEWER \ - �T --,_� .. - IE(6 )=231.07 PLUG END AND MARK �� c, \ I�� • _ III �y 5 LF 6 C� 1.0 ° f iE{8 j=230.99 IE 6" =227.26 �'L� 0� ��p �� \ 1 RIM}�224.95 , ( ) I\ - 73 --- � , 10 0.5% ♦ E(6 )-222.95 �--. l- m \--1CB �■ - `'� (6„)=225.25 /- ,,,,_. ..4A44,* (( IE(6"}=219.15 !�. �_ N +., N S _ _'_ ... r �.. - a 8 225.17 :"}= 1 � '�� %% = _ , V �Q� RIM=235.10 ^-t- tp )_ _ w_ I IE(6 )=233.10 ' i �- - �1 IE 1 + -225.08 �` w ,�`�f=% '• ;�-- •' ♦} '. ( ) _`` 619432 36 ACCESS MH ROOF DRAIN STUB ,, I � Wce �J / i Ni ROOF DRAIN STUB CB 111111111116..4211. _ IE(8")=232.00 `p�� ' 6" 2.9% \ '� � �'w+r� _ IE(8"}=232.00 RIM=233.20 7.) �� / �� ' �l i $•, '�- W c� 1 �� b IE(6")=231.20 p RIM=227. . 16„ © 2.6% 4 6" ® 3.0% �'� �j. . f6,� ,�� 73 234 O I: 6 }-225.70 �� „ "'� _7_ 6 ® 5.8'0 �' 0J I -__ .�� /_[ 8" C� 1.0% 1--- \ r--, CB IE{6"}=22 3 f 6.3% S fa 6.9% ,� ZW W.7p% �- -- _ _ _ y ri 234 ---- ) RIM_230.50 IE($")=225.3 ! r),79„,\IE(6:: , 1�_ , J�� / k , EXPIRES: 12/31/191 / �2„ ® � � . J - y _ � IE(6")-228.50 -- _ i IE(6")= .. ��. IE(8")=229.42 IE(6")=230.18 Y ` ��3 (� ALM RIGHT5IRESERVED N IE{10 )=229.3323 IE{8")=230.09 ----�� 1CB ,(`� IE/12" =229.25 4 ( "} 6.0fz =22¢ Q [� � THESE DRAWINGS ARE THE PROAERTY L \ ) IE 10 =230.01 CB CV CgOF MACKENZIE AND ARE NOT TO BE '� 4.0IE 6" 22.0 RI,M=222,30 `�� USED OR REPRODUCED IN ANY MANNER, RIM=228.70 ( ) 234 �� ',� amu' WITHOUT PRIOR WRITTEN PERMISSION 1E{6")=231.12 l o � (6"}-226.70 7) `�7) 23S I 1E(8")=231.03 I _ (6 }=220.30 CB REVISIONS: .- _ 2374 ._•;� �_ - RIM_233.20 A ISI �� ( �a M •� 236 {n REVISIONS REVISION DELTA V - ,,,,,A 1 IE(12 )=228.40 �' 237` IE(fi" 1.20 \ � \ w SHEET CLOSING DATE \ (2) RUNS OF 83 LF 60"CMP �' - _ - ... DETENTION PIPE ® 0.0% _ ❑ / --- --__ _ - - 2 r / 1 X 04/04/2018 IE(60")=228.40 �_ Q(f Z ❑ ❑ / / ----�_�-i�(� _ �--_ 2 X IIN PROGRESS PER DETAIL 7/C8.1 237 , * e , �� f--- ------_-_-:--_ 1 I a • v v .-----.5-- - -e-i\f----- ° ~ 7 FUTURE PHASE 1 � ± , IMPROVEMENTS IMPROVEMENTS ,` HIGHWAY 217 1 UTILITY PLAN-NORTH UTILITY KEYNOTES © , C2.3 30 0 15 30 60 120 1. EXISTING UTILITY POLE � I LEGEND I TO BE RELOCATED 4. WATER QUALITY MH #3 • ti (CONTECH FILTER) EXISTING PROPOSED ( IN FEET ) 2. WATER QUALITY MH#1 *CONNECTION POINT TO SHEET TITLE: 1 inch = 30 it. (CONTECH FILTER) EXISTING PIPE PROPERTY LINE PER DETAILS 1/08.2 AND PER DETAILS 1/C8.2 AND UTILITY PLAN - CONSTRUCTION �� , UTILITY NOTES 3/C8.2 4.80 R MC8. 21.40 NORTH S ION PHASE LINE • 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD, 3. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING CODE IE(8",36"IN)=228.01 IE(8"1N)=216.34- 1-FT CONTOUR -------- 236- - - 236 CLEAN WATER SERVICES, AND THE CURRENT EDITION OF THE UNIFORM PLUMBING CHAPTER 7, SECTIONS 707 AND 719, AND CHAPTER 11, SECTION 1101.12- NOTE: IE(15"OUT)=226.21 IE(12"OUT)=214.04 - - --- CODE. ALL WORK WITHIN THE PUBLIC R.O.W. REQUIRES A PUBLIC WORKS PERMIT. NOT ALL REQUIRED CLEANOUTS ARE SHOWN ON THE PLANS. 5-FT CONTOUR 235 23� 3. WATER QUALITY MH #2 5. 60" CONTROL MANHOLE 2. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW 4. ALL STORM PIPING IS SIZED FOR A MANNING'S "N" VALUE = 0.013. ALL STORM (CONTECH FILTER) PER DETAIL 8fC8.1 CATCH BASIN CBD 11 EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE PIPING IS DESIGNED USING CONCENTRIC PIPE TO PIPE AND WYE FITTINGS, *CONNECTION POINT TO RIM=235.55 PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE, SECTION, UNLESS OTHERWISE NOTED. EXISTING PIPE IE(15 IN,OUT)=228.35 STORM LINE - - - "` - - - - - JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. ALL LOCATIONS FOR PER DETAILS 1/C8.2 AND DRAWN BY: BTS WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE 5. ALL DOWNSPOUT LEADERS TO BE 6" AT 2.0% MIN. UNLESS NOTED OTHERWISE. 3/08.2 SANITARY SEWER LINE - - - "" FIELD BEFORE BEGINNING CONSTRUCTION. EXISTING UNDERGROUND UTILITIES RIM=227.50 LAYING WITHIN THE LIMITS OF EXCAVATION SHALL BE VERIFIED AS TO 6. VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES BY POTHOLING PRIOR IE(12"IN)=224.71 CHECKED BY: GIM/MWB WATER LINE _ - _ - - -wAT- CONDITION, SIZE AND LOCATION BY UNCOVERING, PROVIDING SUCH IS PERMITTED TO CONSTRUCTION. NOTIFY ENGINEER OF DISCREPANCIES. IE(12 OUT)=222.91 BY LOCAL PUBLIC AUTHORITIES WITH JURISDICTION, BEFORE BEGINNING SHEET: TVWD WATERLINE EASEMENT CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER IF THERE ARE ANY 7. THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET *CONNECTION INVERT NOT VERIFIED BY SURVEY. CONTRACTOR TO UTILITY POLE ` C)_) DISCREPANCIES. IS BASED ON A SURVEY PREPARED BY ZTEC ENGINEERS, INC., DATED JANUARY VERIFY PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY 5, 2015. DISCREPANCIES. LIGHT POLE 6 C2 .3A FUTURE PHASE WORK JOB No.2150559.00 n REVISED - AUGUST 1, 2018 RESUBMi i i CD FOR PERMIT - JULY 30, 2018 215055900\4-DRAWINGS\C]V1L\559-C2.3A.DWG BIC 08/02/18 08:38 1:30 • v v.. :...:...:-:::-i. . UTILITY NOTES LEGEND w,r !� ��:.:� .:..::::..::.�: EXISTING PROPOSED • \ \ N �� SEE SHEET C2.3A PROPERTY LINE - - '' >- --- - A ••-___,- .....-- fri • 1-FT CONTOUR - -36- 36 ''\ \ �,- �, ,\ Architecture Interiors ' \ REQUIRED STORM TREATMENT 5-FT CONTOUR _.__35_._ . -- _-_._---- 35 \ ' \ :.:-::.•..�::.•: .:.. Planning Engineering CATCH BASIN CBr1 • \'�'r\ \ ` �� \ 1N _;.;:::: �'� \ SITE AREA 380,317 SF STORM LINE - - -aTM - - - - - ` \,) PROPOSED 5' TVWD \ r: \ �s\ WATERLINE E •.._ EMENT EXISTING PERVIOUS AREA 120,370 SF SANITARY SEWER LINE - - - SAN- fI,*4 . ' ,.... \ .,. \ \ \ EXISTING IMPERVIOUS AREA 259,947 SF CB `� Portland, OR zT: :INE s MODIFIEDIMPERVIOUSAREA 107,167 SF EASEMENT I. . IN S 207.35\ \ \ \ ` Vanco695.7879 WA I.E\OUT (w) 207.25 \ \.\\N\. - PERMANENTLY REMOVED IMPERVIOUS AREA 20,815 SF Seattle, WA v \ �~��_ \ �,\ ` 206.749.9993 UTILITY KEYNOTES 0 ST MH \.1 �\ *IMPERVIOUS AREA CALCULATED TO BE TREATED 293,322 SF www.mcknze.com RIM 212.93 �- 1. REPLACE EXISTING MANHOLE WITH CONTECH STORMFILTER \ / 192 \ \ \\Cr, \ \ 1 **IMPERVIOUS AREA REQUIRED TO BE TREATED 259,947 SF f1 MANH L P R TA 1 C .2. CONTRACTOR TO VERIFY RE UIRED I.E. I ,w) 206.83 CgMACKENZIE 0 E E DE IL / 8 Q c) \ \ I.E. OUT N 206,63 - RIM / 08.44 ' *FROM CLEAN WATER SERVICES 2017 DESIGN AND CONSTRUCTION STANDARDS: DESIGN DRIVEN I CLIENT FOCUSED DROP (2.3 FEET) CAN BE PROVIDED PRIOR TO CONSTRUCTION AND / \ `� �:::.::.::.:... , NOTIFY ENGINEER IF DROP IS NOT AVAILABLE / I.E. OUT (N �\ \ 1a` REQUIRED TREATMENT =NEW IMPERVIOUS + 3(MODIFIED IMPERVIOUS-PERMANENTLY REMOVED IMPERVIOUS) Client RIM=212.93 UNABLE TO�OCAT / ; ( IE(N,E,W)=206.83 UTLET / / �_ \\�� ` 'y`�R. ;. ' ' \ \.` `� ` **FROM CLEAN WATER SERVICES 2017 DESIGN AND CONSTRUCTION STANDARDS, THE ABOVE EQUATIONSDEADEVELOPMENT / -� '. \�� \\,,\;.•\'-L:\_:.:::: •.:::‘,'::•..1.. APPLIES UP TO THE TOTAL EXISTING IMPERVIOUS SURFACE ON THE SITE. GROUP OPMENT 2. INSTALL CONTECH STORMFILTER MANHOLE PER DETAIL 1/C8.2. • �o ..: RIM=210.0 (MATCH EXISTING AC) �, r'o r'o CONTRACTOR TO VERIFY EXISTING STORM LINE INVERTS AND PO 1, ©WQ#� cA -� CONFIRM REQUIRED DROP CAN BE PROVIDED, AND NOTIFY C �41.:,,,, ' / \ \ ` \ 901 NE USAN ST. ENGINEER IF DROP IS NOT AVAILABLE. CONTRACTOR TO ,!/; \. PROVIDED STORM TREATMENT SUITE 100 VERIFY EXTENT OF PRESSURE LINE AND CONFIRM THAT -- ' s�. ` .. MANHOLE LOCATION WILL NOT INTERFERE � � : W 4 - - -_--- _.----•- 0 �' - \ 1 \ ��"�'� '��`::�::_:... PORTLAND, OR 97232 ,: O Q# / / \ \ : :: WO ID IMPERVIOUS AREA (SF} e -11:. \ , �, � � ...:......... WQ#1 60,276 IN ` �.\ \\ : WQ#2 33,845 Project ti,_ 1.,1/(//( / /r//' j r, ,/ �� \r WQ#3 45,649 TRIANGLE POINTE • fitli , / j / 1 o`O M 215.13 - �� \ // 1 \ ' WQ#4 67,846 . 13333 SW 68TH PARKWAY • �� / �� ; \ TIGARD, OR 97223 -'i.E. IN (S) 212.03 /1 1,/ A' ' �\ � ��. / • ry (13') I \`- WQ#5 53,069 I.E. OUT (E) 211.93 "`i 4, ,7 / .'`.. `. ID► _ :�'�� •',,. r ■ I , ,, a '� ,,, �: dirlffillifain ` 3rd, :�!� , -, , \ ? V ..•:.:.::,:.::. TOTAL 260,685 :. ..,...: ;;. ...., /i // /c ... ............., z\ . , / , , 1��:: / ..• - / / . .,//' CO o� , ..._...:..,..:. (_--------- ••;.......... ,� • p . / / RIM 210.28 ; / � °�, \ �� ___________ , _ _____} ` 187411r o. / oo,\ \ IP � i Ni,.„...-7,. / . ,o , .,:....:-:•,.... 47 11 1.. v 47# U t, `�,. ++' CRIM 210.19 \ /Lo4' 1 CO I I Z t".,' ,.-t•; -,- \ \ :‘ • • s -..... 41 co _�- RIM 215.57 �. C, ' "o \ � �\a:\ 9N N � J - 4‹: .. OUT (N) 2.8 v % / ;......"',-�• %� , 0 J� '6''' '' _ ---------.-----206- No ----�-! \ EXPIRES: 12/31/19 ,„,e,..00 // -� 7------- ENCROACHMENT" / i ,A, Aw, ,- "- /I r:\ tii; \ t5: /` 1 /''//� INTO SETBACK / �f \ --- - \ �� / ' ' --208"---� © MACKENZIE 20]8 , h ALL RIGHTS RESERVED 1 ,/// \` �< \I� /�I �`�� %milk \\ THESE DRAWINGS ARE THE PROPERTY /� ``/ '+! �� 1'. `� �� _ 209-J\ OF MACKENZIE AND ARE NOT TO BE 197 ��,1L► �, --r-`~/ t�� /- , / � EXISTING BUILDING \ USED OR REPRODUCED IN ANY MANNER, 210 \ \-�. :.:..:...::.• WITHOUT PRIOR WRITTEN PERMISSION �� •i i. 111,:1-84 _ 21 ---_______-_--- iik REVISIONS: 4.1t>j \s az - � / I` 1 ''' \ \ 5� THIS CLOSING DATE - / ,� t \ ww REVI510N5 REVISION DELTA 47-, 185 •. ` �o It" SHEET IE(6,")=218.12 %� f \ / ► :::::.i.:::;: \� *. r.. . -� , 1 X 04/04/2018 IE(8 )=218.04 , <--- / ., +• _ `� / �b 1 r' �- ' 411• • r.. - . . ., 0. . ... 0 • 2 X IN PROGRESS s CD .9:0 1, ,, \, \ \ / - 6 . \ err _Z • _,' f ' • . V N .s ..:::::1::-::::.. \ \ 1 I 179 / / / \' /\/ ,(,?: I': ." 0/2 / / ! / • /c-1,,,. 41"1".........44 N.: 4 CB, -1N ER NE EASEMENT / \ / ./ O RIM=220.36i/,,/ \ r/ rl �� 111 - 1111111110140- -- * � IE(8 )=218.13 4.4,ww.::::::'':":/...,_,___I O ,, // 50,3 / 1 �/ o� `�W �,' �'8q o+ ki \ �`�� `. '. y ', `+,� ', \ `\� 7 ..../ . ./' 1 / Q C\I / \ \ ..... ,,/ 1 I I , N \ a \ -40:.. :\ SHEET TITLE: I, \_ _ _ . \ \ ,---. y 11\ , \` ,4 l;, ry 0) o� UTILITY PLAN * i r I • 178 IL, , t . ` ' , / '- I \ �1 SOUTH ---\ / N. /.._ __ 1 1 ' 0 1 ,,, 1 % . 1 ,., � 1 ly yy y 1 1 V>> / , 0 . 22] Nillik221 , , 1 1 I ` ,. /' / '\‘\._ ' .6 - _ / 1 _ _ --- - , \ ... {;® f1 L 3 \ / dj �Z J '/ X/ , ' 11 y ' yy1 -21rJ �r ' '�(;)� _� ��IJ RIM=221.25 �`` `ti i y 11 1 1 \ >y �/ �_ �'_`` - I_ _%- •�� I E(6")=219.25 ;�,`\ 22Q ,ti i 1 y y 14 \ �' -� �`=\� �- ` I 1 IE(6")=217.91 22 :-- , i ; i 1 y1 \ i 1 1 'r ��__: -�- _� '-�'=\/ \ IE(8")=217.82 y 1 1 1 1 1 1 i 1 ,r _-- f _�- -- �__�" r� \ DRAWN BY: BTS �, < , 1 ', 1 r �]yl� J-` -i - --_____----_="----------__.---=------'� � '_._�� - DITCH INLE1\ \ al _ r 1 } �' =` -S r ��'' -� r =� -- RIM 204.03 \ CHECKED BY: GIM/M WB >? . + = rAlrA '�. I. !�, -� ��-_ �.��._ I.E. OUT (S) \ ,� �' _ \ w.f..lr♦•......r..•r........�+•.A-.�....ss,r�srw.-+r o _ - r - SlUI _-1�_y1 -:--- - SHEET: 1L -- CB o c.T73 t ------- j sw \- I ___-____.------.... R1M=222.3a �� s:,,,___ - - - sF° ' \ \ �- 1E(6")=27(1-;i0 - -, STS+ - - ' \ UTILITY PLAN-SOUTH _ 02 .3B HIGHWAY 217 : 30 0 ]5 30 60 120 . \ \ ` , �\ JOB No.2150559.00 IN �� ) / , REVISED - AUGUST 1, 2018 L 1 inch = 30 ft. RESUBMI 1 I CD FOR PERMIT - JULY 30, 2018 215055900\4_DRAWINGS\CIVIL\559-C2.38.DWG BTC 08/02/18 08:38 1:30 /111;-- • , f #41- L-----.„.____74. ./".7 7 1 'lam —— 1 Ii o � Architecture interiors EXISTING OFFICE BUILDING ;1 ' r i.f, .I' • r r 11 I. . / -) I /i 1'' Portland, OR 503.224.9560 _. Vancouver, WA __ '/ ` 360.695.7879 _ _ _ r �` r __ Seattle, WA 206.749.99936/— I www.mcicnze.com ' \ / 1' 1��;- _ MACKENZIE � r Wil/T•7.-----.-- -=___. 1 DESIGN DRIVEN I CLIENT FOCUSED f/'ii �r- -r- ^� �, �� T. � I \. ,;/2/1/17;:::::,-.:::- If�fl'f/ ; `�.. / ,.�,` Client I �T _ _'/ ��1� ' r I I( lir' :----- 1 = .Y �''� / \ DEACON —_ �_,_ _.f TOP OF SLOPE ] ,J I1 -' � , _= �� DEVELOPMENT - -�- �, , cti//I4tT1 ---------:.:•:::.- - -------,...,____•,`� �� ' �� . �� `` \::::„.„ -\ �- `\ \''N \ 90'1 NE GLJSAN ST. �'1 i ...a ,�_____ .... __ • 50' BUFFER =�_.._ / `� ' \`\ ''-____--_ �. --~_ L _ __ • :.._.______.____r_____ ____/-_...__..'"------.,,,.\-----, 1. \ _`� �— \ SUITE 100 ' ._ -- \\ '> ��=--`\ ' OQ�' \ PORTLAND, OR 97232 . '�• _ / , 23�. ♦ 15' SETBACK --�. ._ \ �`� �``�---`��\�\\�� ' � % 4".," — —•—• �- r- /;:�' — -- — — ENCROACHMENT `�` �_ -�\� ��\ \ \ \ \ ----- ' � `� -.-.� r' � . � . _ . � . � � •~ � . rrr: y� �• ' ,moi INTO SETBACK `� //'��Q �\ \ \�-----�� J ■ O 1 • ` Project ---1\ r. \ _. •• ♦ TOP OF SLOPE ��'`-�_--/- > 0 --� 1 ,• • • _�, . •... `��-.. '\ \ �— TRIANGLE POINTE i .._ — — . - . \ ,,. pi'� \__ a —�~\ • — • — — — — — .� 5: �. ♦ --�— �� \� .�\ 13333 SW 68TH �� *4 -----'\ ��+ ' •' it ti� . , �. �- •♦! �<'� �_� PARKWAY ,� © ° — �" \ \ \ ✓ r 'TIGARD OR 97223 ' mow �'S� , \ L.... f_ — _—"#^ ; -41s. -- ,-- Ni-N\ .4F \ / -i_._ 0 s. / \ \ ----- -- . . '. _ ,e; ', f • 4� �i�yk � r'� mss_ r — .. / / \ , - • ...... ) irk, . ...., \\ / , , . 1.------\ __ ___ \ , . - ; r-, _ ,N __) _______--__ _____{„,„ ______=_______ ..-_______. A \ F • ,( ,, (4-. \ -- --- 1' 0 CD C' VD,1 0 7DCD M r \ i - -. •• / / ▪ `. I \---' ___--- i----•\----- 111`.t. . 0 IN '— \ \ -- _.... °.. to PR. 4Ik . ) 0 - ,„ 111.41/4-7-- ....:-.::: --.7. , �� 0 ▪ ,�� - -- .. --�-�-- 1 r___ I , \ . ��r �� _ .„,N4rossoo .-_. gorordo-4 �i i��" ..._ ,° '� dab G i Na ° 4 f194.12 10\4 0 1 I�\ 0 - TI - _ 0 0 *4ENIi � ,„.1 ©END00 ! _ :...'' 0 6'1 .--. 0c c / . . -r---\---- / -, r) ©END \, • ,, , 0 J .�.� 1 , _ r ** ©BEGIN �� ' ��6' Nirillii"" W At f 0 - _-- . �� . • `. --,. `, \` '� `, 1k `, r f O '��. �)7 \CD • ' Ullt_ J`1 16 ;\,A.,-.L,r., __-- \ - / I t„.4.. A , J r��. , 0 \ {�� --- .7- �,, _ -----, . 9 .4, I JEXPIRES: 12/31/191 ----t7 .- 0 it „...____.;,_ i __________ I 2 iP. , ____ _ *„.-•� �rti. • - --- -_-_ \ ��; \ • t - � \ ��/ `, TL 2300 Q 1 0 411%.� • \ \� ' 1 \ • �� `== L r � '\--. <J�).. \` �, \ `, �, 1 �� s © ALS RIGHN51 RE501RVED C C G , b C C C ,6 C C C0 C C ` arv*� �` 0 �, J \ „ ` I '' THESE DRAWINGS ARE THE PROPERTY 41 'I �ly� 01'46# . J tai OF MACKENZIE AND ARE NOT TO BE �� l ' T2 ! USED OR REPRODUCED IN ANY MANNER, I1 f) vp 7) [2 �\ \ ��`- © I 2 WITHOUT PRIOR WRITTEN PERMISSION ,R 'r►4. `� \`� \� \`� ,\ \�. �`� \� `\ \`� �� `� �� \ 1'`�� i I ! —-- REVISIONS: 1— — — _. — . \_ ` \ `� � 1 \ \ •V 1 -42___ ` ��\ `� \ \\ `�\ ��` *, �\\ �� \\ �` �\ `� �\ 1 \ 1 I t'� e , `• ��! 1 \ o< REVISIONS REVISION DELTA `• �, \ \ \ \\ �� 4, N•36,\ ---- , fv. -. - SHEET CLOSING DATE �w jam+ 90 !I� w \„,„ ) 41k411112t 4 ilk D4 4 $�1••-0 .It ",t — 0-' -' r — —" ,�,� —' ,.r 1 X 04/04/2018 p �� 2 X IN PROGRESS ._ __TP / * __, 0 80` ,s „ FUTURE PHASE 1 __ r IMPROVEMENTS IMPROVEMENTS DETAL 1/C2.2C I LEGEND ' KEYNOTES 0 HIGHWAY 217 I PROPERTY LINE — — • - 1. TRANSITION TO EXISTING AC COMPACT PARKING STALL SHEET TITLE: LOT LINE -_ 2. EXTRUDED CURB PER DETAIL 7/C8.0 CONSTRUCTION CREEK CENTERLINE ------------- 3. EXISTING AC TO REMAIN (i CONSTRUCTION PHASING PLAN PHASING PLAN 4. NEW AC PAVEMENT C2.4 NOTE: THE INTENT OF THIS SHEET IS TO SHOW TRANSITION AREAS TOP OF SLOPE 1 BETWEEN PHASE 1 CONSTRUCTION AND EXISTING 15' SETBACK 5. DEPRESSED CURB FOR FUTURE PATH EXTENSION IMPROVEMENTS TO REMAIN 30 0 15 30 60 120 NOTE: ALL TREE REMOVAL AND 3' OVERHANG INTO SETBACK — — 6. SAW—CUT EXISTING AC 1 1 1 1 1 INSTALLATION OF TREE PROTECTION LIMITS OF INITIAL CONSTRUCTION 7. CONSTRUCT SEWER SERVICE WITH INITIAL CONSTRUCTION FENCING (SEE SHEET C1 .3) TO ( IN FEET ) OCCUR DURING PHASE 1 WORK CONCRETE VERTICAL CURB 8. CONCRETE VERTICAL CURB PER DETAIL 1/C8.0 A 1 inch = 30 ft. A DRAWN BY: BTS CHECKED BY: GIM/MWB TEMPORARY EXTRUDED CURB SHEET: SAWCUT LINE y — — EXISTING TREES C2 .4 { EXISTING TREE TO BE REMOVED (DURING PHASE 1) �!* JOB NO. 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I� BACKGROUND 1- Ot + III—III—III-111- a � .�.�I I-iii=i l 11 i�- ;;i,r ... •ter C ke telybat ACCESSIBLE _ TOOLED EDGE 6" ark••*�..0.)- - _ 4" STRIPES AT 1" RADIUS �— �+�,-�---- Ned e-- PAVEMENT =`y Portland, OR 1/4 RADIUS \� "1 F- 1}i'+AVA 1"-0' GRANULAR BACKFILL z SYMBOL SEE 2'-0" OC TYP. —I I JWHH ! 11=111=11 a *OS* +1 Q 503.224.9560 11— 11111= PAVING SECTION 4"X4" WOOD POST - (SEE SPECIFICATIONS FOR J DETAIL 10/C8.036' TYP._'#p.tni COMPACTION REQUIREMENTS) a_ 1 Yr� Vancouver, WA a ;Iookroof1 104 w 360.695.7879 p ° \� \� \�� \� \� \� \\� \\� \\�� \\\�\\\�\\� Q A A O4oOQ°avD-10"0-0.0,‘D" Seattle WA II 1 z 00206.749.9993 -� . / NOTE. �\I\\��\/i ��\/�\��\ •z /�/�/i % i. �i, /i, z a t� op°�o� a o - CONCRETE SHALL BE 3000 Q �� °p p ' r O a oo 0C10° o " " www.mcknze.corn .1 1 o ! T., • • s I• a PSI AT 28 DAYS. 6 SACK _ z J4 oa°oQ� o�a �� (SEf SPECIFICATIONS FORL II �� ' oaf COMPACTION REQUIREMENTS} =1 I , i , •_•_• _�_. f MIX, SLUMP: 1 1/2" TO 3" co _ o adoa°a MACKENZIE 1 �itpi�� •�S�•r��<- w n �� o°o; ' (;30°\g400 NO-1,_ �1 '+ • - • • ROCK BASE COURSE i a .t, ao � � � + +�� ALL ACCESSIBLE STRIPING AND p t #S �40�; a �oa0�o� a _ SIGNAGE TO COMPLY WITH Il IT',/, � �, SEE PAVING SECTION a ��°°.t. °oc:, �t -- PAINT STRIPE DESIGN DRIVEN F CLIENT FOCUSED CURRENT JURISDICTIONAL Client +t'�=��' Y l _ oa SEE UTILITY PLAN FOR PIPE REQUIREMENTS. �� f I I = I = 1 = I �° opo0Caa'"-Qo °aa' ' SIZE AND TYPE (MAIN PIPE) 9' (TYPICAL) SEE PLANS AT KRUSE WAY /1T BAH PARKWAY ,o pQ°as o a .045,,,,,,°686v o CAST IN PLACE g" ,-111-11 I- ► 1< b°apfl°o_•,�Qoa�:��' Al. f r �► ` i = I = DEVELOPMENT DEACON CONCRETE CURB , � � 2 SEE "INTERTWINE REGIONAL TRAILS SIGNAGE GUIDELINES" FOR ADDITIONAL REQUIREMENTS V\ GROUP 1 CONCRETE VERTICAL CURB 2 REGIONAL TRAIL SIGN 3 UTILITY TRENCH BEDDING AND BACKFILL 4 ACCESSIBLE PARKING STALL CAD N.T.S. VCURB 08 0 NOTE: CONTRACTOR SHALL BE RESPONSIBLE TO SUBMIT A SHOP ciao N.T.S. TRENCH 08.0� N.T.S. HSTALLI 901 NE OL.ISAN ST. �.rDRAWING FOR CITY APPROVAL PRIOR TO SIGN PLACEMENT ' ' ' WITH SQUARE WING RAMP SUITE100 PORTLAND, OR 97232 *1/2" *1/4„ Project :7 : 0 0 0 TRIANGLE POINTE 13333 SW 68TH 7* - 0 0 PARKWAY * DOMINAL0 DIMENSIONS 'TIGARD, OR 97223 DIAMOND PATTERN WARNING S_URFACE 2„ 2„ E D 1 SLOPE TOP OF CURB [" TOOLED EDGE CLEAR AS NOTED ON PLANS CLEAR 1n ,7 • F mm INCHES [...i$_ �--� 'I .... uF. .........1_ 1j 41BE TOP OF SIDEWALK TO LIGHT BROOM FINISH D 60mm 2 3/8 � 1� FLUSH WITH PAVING WHEEL BLOCKS. <F11411111114110:# PERPENDICULAR TO G0 I MIN - I SEE DETAIL 4011° •WIDTH OF PATH E 37mm 1 7/16D E SPHALT � 6I Na � 1 MIN. 2% MAX. CROSS SLOPE ELEVATION F 11mm 7 16" 2 A ` �►+ 14l •+ � Y2" RADIUS EDGER FINISH TRUNCATED DOMES (SEE NOTE) - ,o - '�o' TAPER CURB AT SIDEWALK RAMP �:' �' . j�._ _,�;,�. _ _ l''.1 DETECTABLE WARNING G , 23mm 15/16 6 REBAR, 18 LONG I w }`~Hll= =1 1=� PATTERN DETAIL PLAN OR END OF CURB 2) PER WHEEL BLOCK. F .11 I-1 11=_I • �; 1=11111 ' A �1 A, = ' ' =.I TRUNCATED DOME WARNING SURFACE 4„ 8;; EXTRUDED CONCRETE CURB 9�l ,eJ� —111=11 1��III� ,111- I I=� IIS I I 111=111,;,111-I ' I I =� I f— 6" /SET IN EPDXY CEMENT w W. FINISH GRADE WELDED WIRE MESH „ „ NOTE: 'EXPIRES: 12/31/19 ASTM A185 4 CONCRETE 3,000 PSI (MIN) 3Y2 (2') / .'/ . / . „ 1. PLACE TRUNCATED DOME DETECTABLE WARNING TEXTURE IN THE LOWER 600MM �/ / � � ASPHALT PAVING SLUMP (MAX) CONTROL JOINTS AT 5 -0 OF THROAT OF RAMP ONLY. ARRANGE DOMES USING IN-LINE PATTERN ONLY AS \\ \\�\�' ' ' GEOTEXTILE FABRIC O.C. AND EXPANSION JOINTS AT 20'-0" SHOWN IN DETAIL ABOVE. COLOR OF TEXTURE TO BE SAFETY YELLOW. ////�'� 018 O.C. OR AS SHOWN ON PLANS �/ / - - - - - - - . - - . - . - - - MACKENZIEGHTSSER COMPACT SUBGRADE AND 2. DIAMOND RAMP TEXTURING IS TO BE DONE WITH AN EXPANDED METAL GRATE \ ALL RIGHTS RESERVED �// / •�� • � THESE DRAWINGS ARE THE PROPERTY AGGREGATE TO 95% 4 MIN DEPTH OF AGGREGATE �'4 --0 PLACED AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PATTERN AS ,,, •-r..+Y iit:•x� �'.-r-is iie•-ay..OF MAXIMUM / •��.� a �� OF MACKENZIE AND ARE NOT TO BE DRY DENSITY (3" MIN) SHOWN. THE LONG AXIS OF THE DIAMOND PATTERN SHALL BE PERPENDICULAR /\\�\ \ , USED OR REPRODUCED R ANY MANNER, TO THE CURB. GROOVES SHALL BE DEEP AND / WIDE. \//\/\//� ' CRUSHED ROCK BASE, SEE PLANS WITHOUT PRIOR WRITTEN PERMISSION 5 CONCRETE PEDESTRIAN PATHWAY s ADA COMPLIANT WARNING SURFACE 7 EXTRUDED CONCRETE CURB rii-- PRECAST CURB STOP . �QVISIONS: C8.0 N.T.S.N T.S. SWALK c�.0 N.T.S. TACTILE-SURFACE C8.0 N.T.S.. f Ex-CURB �C .0 ' N.T.S. CUREISTOP z �V/VV LL+VV 1�Q� o - �-� �,.,� _��. •� r �` .r r �- �-Y' ��..��r-,.-' -� ,-'�.�1�-, _ ��'�`�i`._� ."� r. ins REVISIONS REVISION DELTA THIS CLOSING DATE 1' 5' TYPICAL 1'-0„ ww SHEET 0'0 SCORING y MIN PATTERN SCORING � \ 1 X 04/04/2018 _ A PATTERN IN ROADWAY RESERVED 2 X IN PROGRESS CURB BROOM FINISH PARKING I I • • • • • • ■ IN • • • N STANDARD FEDERAL R7-8 - cfl I L , ; • 1 : , II BACKGROUND: WHITE, RETRO-REFLECTIVE SHEETING J # `' ,s, LEGEND: GREEN, RETRO-REFLECTIVE I I '.� Q , I SYMBOL: WHITE ON BLUE BACKGROUND, RETRO-REFLECTIVE J. I I } (1") 1 ( a `> I ■ ■ ■ ■ ■ ■ ■ ■ ■ : - 13 VAN ACCESSIBLE SIGN (R7-8P) _ VAN SHEET TITLE: Ma (WHERE CALLED OUT ON PLANS) ACCESSIBLE °' BACKGROUND: WHITE, RETRO-REFLECTIVE SHEETING CIVIL CURB A PLAN 10.5" LEGEND: GREEN, RETRO-REFLECTIVE %-4 I ( III DETAILS A ± 2'X2' MARKINGS © 4' 0.0. _ WHEELCHAIR _ D IN ROADWAY _ i _ l- WHEELCHAIR USER ONLY SIGN (OR7-8C) USER ONLY 1:» - USER 14' = APPLY SEALANT M" _ _= BACKGROUND: WHITE, RETRO-REFLECTIVE SHEETING A. a N 3" WIDE PAINT LEGEND: GREEN, RETRO-REFLECTIVE . i 11 �- 2'- 10' 2'-- - STRIPE TYPICAL ,x I „ 6 -- PAVING SECTION 6 PAVING SECTION - 1 0 AS NOTED ON o AS NOTED ON �Q` GALVANIZED STEEL POST _ MOUNTING HEIGHT ,,..: _.7-. PLANS `6�� p i PLANS I _I - 1--- (LOWEST SIGN) • FINISH GRADE I II . a ` i 67 »� DRAWN BY: BTS 1.164.. 1.•r vAv..- •'iii • .1 . v. . ! tr. - ' 8 --w �� ••mte4,. :,e� �-- 1 � r tioY.� t��+►'of+� ��!+�1r, 1 , • • fi r: �_' s. .,.. �. ✓J( r !�►' R��? :*�!�*kP�• 14" • > ( .1.:.:, . w,v 1- fi Il11-11 � � � FOOTING _ \ - 11 �y � .' - I �!�— CONCRETE MOUNTING . ZI 111-----111- 111---/I I-1 ►' - != CHECKED BY: GIM/NWB SUBGRAD1" 2" I - • - 6 4,000 PSI CONCRETE WITH - . _ r #4 BARS AT 1'-0" SHEET: O.C. EACH WAY CONTROL JOINTS AT 5' O.C. - o 1"-0 BASE ROCK TO MATCH THAT OF - PAVING SECTION SHOWN ON PLANS - , I ' • r C8.0 SECTION A—A 10'• DIA._ MIN. 9 TABLED CROSSING SECTION 1( ACCESSIBLE PAVEMENT SYMBOL 11 VAN ACCESSIBLE PARKING SIGN JOB NO.2150559.00 C80 NOTE: SEE GRADING ENLARGEMENT DETAILS FOR GRADING INFORMATION \ 8.0 N.T.S. HSYMB C8.0 N.T.S. HS1GN-VAN-101 REVISED- AUGUST 1, 2018 r RESUBMI I I CD FOR PERMIT JULY 30, 2018 \__/�__/4-./\__./ .��_ _-/\�i��'t/\✓'\��../�� --�--/'\��'\�"�/`�I��\--1"�- ''�._r `-___."--_i�_� - 215055900\4„DRAWINGS\CIVIL\559-CB.D.DWG BTC 08/02/18 08:38 1:1 18" -• t `AT) T/WALL 10.5' 6" \ _ - - - - °Q SIDEWALK r Rv -- 2" -)\- CLR PLAN M .1 /WEEP Rh HOLES ® 5' Q.C. PAVING SECTION, CRUSHED 1Y4" STANDARD PIPE GUARDRAIL = ROCK BASE OR LANDSCAPING Architecture Interiors Planning Engineering �r T ,A SEE TYP. STRUCT. DETAILS CONCRETE FRAME CASING 3' ALLOWED /FOR DEVELOPMENT LENGTH / ,r-CLE NOUT FRAME AND COVER ENCROACHMENT LINE " v _ _ ',��- MIN. 12 �� / / -.401 W- il.fir .. . ` . \. AC PAVEMENT Z.�% MAX. / \/\/\-� �.�.�r ; •'. \/\\/\\ \\\�/ �\\// /\/ '\ \\% .\ .\p. Vd ��\\��\\��\\.� � %, \/\�%/��/��%/�\\`/,// Portland, OR PER PLANS CURB �^ c /\/\\/,\'.V./\/. . . a v \��\/// _j/ 503.224.9560 ° ° a � � 1 i\ Q Q CONCRETE RETAINING WALL �' . •. . , .•� \��\�- Vancouver, WA f� ° ° ,, - PER DETAIL 2/C8.1 - i� 45` ELBOW 360.695.7879 I: . . d • • • DRAIN ROCK ii Seattle, WA ° , ,, , , - , , , , _ #4xCONT C? 18Rbf f l ir- 206.749.9993 _ _ -I 1IIIIII- I 1 I 11=111 111 1 1 11 Ifs 1 114 11 1_1111 11_1 I I_l l - pli W10EP HOLE OC HORIZ W APPROVED SEWER LINE www.mcknze.com . -11111 1-1 j 1I -I�-i i 1=1 I -1 11_� 11_71117:111: �0 i EXISTING GROUND STD HOOK, TYP. 45` WYE .. .,1; . . _-I I ,- -' � �-Ili=. "1:01'0 --1--- • ' 1, 1 1 1-1 1 1-1 I .��.� - -1II= ,� _ � i MACKENZIE 7" CRUSHED -0 BASE OR 1 1_11 a -�!I!=1 t-1� I 1�f I i`1 1111(1 rI _ MAX H t W I T ct1 I Rv I Rh Rbf AGGREGATE BASE BACKFILL -II 1- Ill I I--- -LI I I�1 I) \//\\ \\ \\//\\//\\ \ \ \\/\\ \\ /\\ \//\\ \\ \\/\\//\\/\� DESIGN DRIVEN 1 CLIENT FOCUSED PER PLANS 11 • -`11� , „ + /\\ \/\/\/,\/\\ \ �\��\\ \7�\�\/.\/\/ ��`\/ Client l 3 -0' S� 2 -6 10'-6" 1'-0" I #4 ® 18" I #4 C� 18 #4 ® 18" ELEVATION DEACON SIDEWALK AT RETAINING WALL SECTION RETAINING WALL 3 CLEANOUT P°PME"T ��.1 J N.T.S. 1 N.T.S.. . . N.T.S.� .1 CLEANOUT 901 NE CIJSAN ST. STANDARD FRAME FINISH SUITE 100 AND COVER GRADE PORTLAND, OR 97232 �' 4" CONCRETE EXTENSION RING GROUT 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 68TH PER PLANS EXISTING GROUND - (OR FLAT TOP) PARKWAY .�. STANDARD MANHOLE TIGARD, OR 97223 7 III-I I �-III-I 111 II I I�. 28"x2" CAST IRON (1 s) "O HOLES EVENLY RISERS 1=1 I p 11-1 11- I OR WELDED GRATE SPACED AT BASE COURSE 111 1 (1OF OUTLET. ABOVE INVERT ELEV. AS SHOWN STANDARD M.H. RUNGS HINGED TRAP ON PLANS i 12" O.C. LOCATED SEAL PIPE INTO HUB PER ) ON VERTICAL SIDE OF N MFRS. RECOMMENDATIONS PAVING MANHOLE, WITHIN x 4 24" OF COVER AND p6up Bup6u064...,,`•6ap6u,,oup6u.6u.6u.6u.6u.6u.6u 2... i ;44006pa o 00no,,oe-0,6oadaac-paa, • FLOOR. �� I °00°00°00°00°00°00000°00°00°00°00°00°00°00°00°". o° o• v• O° a° ° o° ° . O° 44 a o o a d a a a o o a a va a va 0 0 Q 0 y0oa0o aDo aD$aDoaOoa D$aDoa�$aOoa Do a( n y 2' 4' apo�0009p £Ip Op o{lponp ono/oEly.onponponponponpod�:Yi pov O0v00vpg 2fOov0e: .,Oo.00'OavG - 6 <� i NA, • / , °00°00°0n°00°a0°00°00°00°00°00°00°00°00°•- ? �ppro° O,°} O Deo �Oyge QO QOr. 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MATERIALS USED IN CONSTRUCTION THESE DRAWINGS ARE THE PROPERTY 2) LYNCH TYPE CATCH BASIN OR EQUAL SHALL CONFORM TO CURRENT APWA STANDARD SPECIFICATIONS. USED ORREPRODUCEDANEAN°Y MANNER, �- ROCK RETAINING WALL SECTION 5 CATCH BASIN (-6- STANDARD MANHOLE WITHOUT PRIOR WRITTEN PERMISSION C8.1 N.T.S. 1:1 C8.1 N.T.S. C-BASIN C8.1 N.T.S. 5TOMM REVISIONS: LYNCH STYLE ' ' Z 0 .....,z----..„,---.„.„---, � REVISIONS REVISION DELTA ..------N„------\„------..,----‘,----,,,-----,,---,,----.. �`��"r---------,-----...„-----,,-----,-------•,„----„,,--„.„------\��,� � ��.��,�_��`,,,,,� 1�ti �-�.��-� �.� �� THIS CLOSING DATE CCU-1101'jSHEET STANDARD MANHOLE r RIM=235.55 FRAME AND COVER 1 X 04/04/2018 36" ACCESS -1 1 11 . 1 11-,J `�,� _ 2 IN PROGRESS MANHOLES, L 1 I . FINISH GRADE , 1 SEE PLANS 12" OVERFLOW �� FOR LOCATION FINISH- MH STEPS 12" O.C. WELDED TO RISER ELEV.= 232.95 7 FLAT TOP SLAB 50' MAX 50' MAX GRADE CONCRETE COLLAR AS AND DETENTION PIPE TO A MAXIMUM OF 24" = • 60" CONTROL [ REQUIRED TO ENSURE ABOVE BOTTOM OF DETENTION PIPE (1) 3" DIA. BOLTS Th......... E , �� SEE PMANHLANS H-20 LOADING „ CL2EARANCE E 60 CONTROL- `/ � 1 AND DETAILS 50' MAX 100' MAX 50' MAX MANHOLE, _ __ SEE PLANS 4/ DEPTH VARIES AND DETAILS MH ACCESS W/ SHEET TITLE: 10 ( „ /SLE PLANS IE-5 O' ��60 CMP MANHOLE LOCKING LID _ �i i 1 I i �- - STORM, DETENTION M CIVIL 60" DETENTION PIPE, SEE UTILITY PLANS - - - - - - _1 ORIFICE DIA.=229.35 DETAILS 2 LF 36" = 36" _ = 36" _ , IE=5.5" -- LIFT HANDLE FOR SHEAR GATE 3' SEPARATION STORM STORM DETENTION �� ORIFICE DIA.=229.05 -,...,1 ;ORATE (1) h" DIA. BOLTS WELD ALL JOINTS SWELD ALL JOINTS-\� __/-FLEXIBLE COUPLING -60" DETENTION PIPE, A-A I AS NOTED ON UTILITY PLANS ( g" `�/` _V W 0 lr ill �_ � '- � DRAWN BY: BTS 1+ria . • CDC7��C7 )C��CVL)C7�}C�L)C�L}C7LJ� CVS C7�CJ�C•13,,(_._,),C L i e 1.17ri-Arntritib4TIP IE IN=228.35 (15"FLEXIBLE COUPLING 6 � 3' OP *r •' •f`� . ) i i. 1 i *--11,1114P0,010-� 0A00•1400,001 .� � ��• CHECKED BY: GIM/M WB 60" CMP '��cl_ ��"� ; ! 7 IE OUT=228.35 {15") I yele HEADER PIPE IE S: SEE PLANS � •l•I�1.` SHEET: 60' CMP AND DETAILS ORIFICE DIA.=7.2" ., • 1.1.6L:11:1#9:441111.1. r w. 60" CMP HEADER PIPE COMPACT TO REQUIRED -1 "f 1" !�;ti•'�•t �'!�!�� HEADER PIPE PLAN VIEW SECTION A_A SPECIFICATIONS - 60" CMP ORIFICE ELEVATION=227.8 • ' -z (BOTTOM OF ORIFICE) GR GRAVEL 3,4"-0 COMPACTED GRANULAR HEADER PIPE 3 ' OAT 90% COMPACTION MATERIAL C8.1 7 TYPICAL Dt I CNTION PIPE RUN 8 607' CMP MANHOLE N.T.S. DETENTION-PIPE-SPACING N.T.S. CON 2150559.00 C8.1C8.1 JOB N0. RESUBM1 I I CD FOR PERMIT - JULY 30, 2018 215055900\4_0RAWINGS\CIVIL\559-C8.1.DWG BTC 08/02/18 08:38 1 1 MI . ,1 Architecture Interiors STORMFILTER DESIGN NOTES Planning ■ Engineering STORMFILTER TREATMENTCAPACITY ISA FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES, THE STANDARD MANHOLE STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES(3). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 3 CARTRIDGES. 646'MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.0 CFS. IF THE SITE CONDITIONS EXCEED 1.0 CFS AN UPSTREAM BYPASS STRUCTURE IS A REQUIRED. OUTLET SUMP CARTRIDGE SELECTION rQ A CARTRIDGE HEIGHT 27' 18 LOW DROP Portland, OR FEW RECOMMENDED HYDRAULIC DROP(H) 3,05' 2.3' 1.B' �.r r I SPECIFIC FLOW RATE Sj lsf) 2 gpmlft' 1 gprNft' 2 gpm 1 gprrdlt' 2 gpm/ft' I 1 gpmrft' 503.224,9560 INLET N ��11' - IU OUTLET I CARTRIDGE FLOW RAT } Vancouver, 1 gpm 22-5 11.25 15 7 5 10 5 mr WA 360.695,7879 )14), .eir S1 E TRUDC. ruREMANHOLE rRu206.749.9993 TOP SLAB ACCESS44%1 (58')O.D. SEE FRAME AND DATA REQU SITE SPECIFIC REMES www.mcknze.com COVER DETAIL STRUCTURE ID • MACKENZIE■ WATER QUALITY FLOW RATE{cis) A K I ,..., PEAK FLOW RATE IcisJ /"�, ,\ (y s) DEs:GN DRIVEN i CLIENT FOCUSED ...:::PIMP;'_*;.:„,:,, .wRETURN PERIOD OF PEAK FLOW i.i+'�si?+:±ju2(i. F[<s:. #OF CARTRIDGES REQUIRED PLAN VIEW G `,. CARTRIDGE FLOW RATE Client STANDARD OUTLET RISER h ;i :�coNTECH L MEDIA TYPE(CSF,PERLITE,ZPG,GAC,PHS} - FLOWKIT:40A ' -.-T'{.y ::w'i': DEACON PIPE DATA I.E. MATERIAL DIAMETER •�` r, c- INLET PIPE#1 ` " DEVELOPMENT CONTRACTOR TO GROUT TO INLET PIPE fit FINISHED GRADE M. y ''r _ GROUP -..+ OUTLET PIPE ' GRADE RIM ELEVATION I - RING/RISERS ANTI-FLOTATION BALLAST I WIDTH I HEIGHT 901 NE GLISAN ST. l 4 `../�\J/\`/;�� NOTES/SPECIAL REQUIREMENTS: \/.\\ FRAME AND COVER SURE 100 (DIAMETER VARIES) PORTLAND OR 97232 c 1 I' •PER ENGINEER OF RECORD 1 v I c 1 • N.T.S. o -- - - - ---- - -- - - - _- r FLOATABLBS LP • BAFFLE I ' 3 , O 4. p itiGENERAL NOTES Project _ 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. TRIANGLE POINTE _ 2. DIMENSIONS MARKED WITH()ARE REFERENCE DIMENSIONS, ACTUAL DIMENSIONS MAY VARY- _- -- 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS 13 333 I._,J LLC REPRESENTATIVE. www.ContechES.com SW 68 11-1 o LT(-) 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS �-_. -_-_ - =a Ul DRAWING. PARKWAY 4434 i I } z is 5. STRUCTURE SHALL MEET AASHTO H520 LOAD RATING,ASSUMING EARTH COVER OF 0'-5'AND GROUNDWATER ELEVATION AT,OR BELOW,THE TICARD, OR 97223 o 0 > Si OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO 3 INLET PIPE 63 M308 AND BE CAST WITH THE CONTECH LOGq. ¢q 0 i-tp 6. FILTER CARTRIDGES SHALL BE MEDIA-FILLED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL o ! • _1*- BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL SE AT LEAST 39 SECONDS. a _I__ g 2 O 7- SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY(g pm)DIVIDED BY THE FILTER CONTACT SURFACE AREA(sq 6). a a y) L /J I 2V~ INSTALLATION NOTES N I1 I _ ii 1. ANY SUB-BASE.BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE o SPECIFIED BY ENGINEER OF RECORD. u 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE (LIFTING CLUTCHES PROVIDED). - I ' 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. D FILTER CARTRIDGE 4. CONTRACTOR TO PROVIDE.INSTALL.AND GROUT INLET PIPE(S). F-00 FLOW KIT OUTLET SUMP HOPE OUTLET RISER 5. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HOPE OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES,CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED a IN CUT LINE. COUPLING BY FERNCOOR EQUAL AND PROVIDED BY CONTRACTOR. o SECTION A-A • 6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. (t. a1N1 %NA CONTECH* SFMH4$ • 4�#1 ENGINEERED SOLUTIONS LLC NM - �'�- STORMFILTER StorrnFilter' www.ContechES.com a."I.�-�...,.-- � .,,., 9625 Centre Polnle Dr.,Sulte400,west Chester,OH450E9 STANDARD DETAIL 1 :I• I' III 800.338-1122 513.645-7000 513$45-7993 FAX Ciitt�� J 1 CONTECH 48' STORMFILTER MH DETAILr-i- £wW'NOT USED 'EXPIRES: 12/31/191 CS.2 N.T.S. c,13...2) N.T.S. , 1:1 1:1 O MACKENZIE 2018 A �1��'j��J�� `��~��J�i-�`�~� 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 o REVISIONS REVISION DELTA jJ THIS CLOSING DATE ce o SHEET STRUCTURE ID WO FLOW RATE (f3/e) OF CARTFIDGE FLOW RATE 070.0 MEDIA TYPE { DROP (FT) PIPE DATA 1 I X 04/04/2018 CARTRIDGE2 IN PROGRESS 1' INLET PIPE 1 INLET PIPE 2 I WQ MH#1 0.021 1 10 ZPG l 1.8 234.80 228.01 (8") 228.01 (36") I WQ MH#2 0.012 1 10 ZPG `! 1.8 227.50 224.71 (12") N/A I WQ MH#3 0.016 1 15 ZPG .S,, 2.3 221.40 216.34 (8") 216.34 (8") I ( < I WQ MH #4 0.024 1 15 ZPG AS-BUILT DATA NOT AVAILABLE - FIELD VERIFY. MINIMUM 2.3' DROP REQUIRED FROM INLET TO OUTLET. SHEET TITLE: WQ MH #5 0.018 1 15 ,� ZPG NOTIFY ENGINEER IF REQUIRED DROP IS NOT AVAILABLE. ,A, ,A-_ ter,, STORMWATER 3 STORMFILTER MH/CB DATA SUMMARY DETAILS C8.2 N.T.S. DRAWN BY: BTS CHECKED BY: GIM/MWB SHEET: C8. 2 , , JOB N0. 2150559.00 RESUBMI 1 I tD FOR PERMIT - JULY 30, 2018 215055900\4_)RAWINGS\CIVIL\553-C8.2.DWG BTC 08/02/18 08:38 1:1 / I . C/ M 215.13 '.,, C - ink '' __ - • I.E. IN (S) 212.03 / IN1 I.E. OUT (E) 211.93 In (5) F .' .41..i: ..- a (4) _ . . • / Architecture ■ Interiors __-_/ Planning Engineering i ::. • _ _ r ____, 7-- -------------1 C NN 33 ... . '� b xV _ Q � %c ...er .c.,. .. 4a 0 - dp � nB , JB B .: B * w •o'er ,c . B -� '�►�r `` h () R�Q, B • ,, * v�� . . fR a x^ %5] A M� \, l'x •ov se '�5.:,:ii,..,,,, ,. x ,J .�,. . 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PEI NEMA twist.lodc PE 020, farm • 4RSTD Ops time delay' DUO Black 3 tin a,� g 2�240„ .:�] lb �� >" OPTIONAL ri-- ILLUMINATION PLAN WT8 Terminal wirier block �� SHEET: 1.these wattages do nor canply with 3. Mast softly DV for lee In Canada 15,Moa specify ming,nrA'ah Ta 36- ..,•-.. , Jr,n'n SHIELD Callhmdi ilk 20 reguelkns. 9.Optional multi tap ballast 1Rif 299. 16.Only araikbk with 562,5R7 and ,•J�2•• r°""a 4191 C• 7 Mask orderedwlm S(WA. 240,277F;In Canada:t20.217•a41Vi. SPASC optics. 5-rrz.+err / _ 40 0 20 40 80 �pQ 3. Thee wattages cembe lheFEW 10.(omWl factory luawr[abksallx)n 11.bac aRowatkwattage lamp Ind'HM. LP'`i'r"a` 1 nitro interhmen for aliments into 119•or 12"Erne rutted when two or 16 Ari:rah ICAO w'enordered atm I Humber of fixtures (etfrnle forTFk Monoiance.250M morehenirainn rroawrud on n 90• asessay. �I!p� NEI In not mailable in 347 w 4806 drIlho palter. 19.See rww.tmarurarnirrhoa s4r _ �1 8 r !a90' Four 40' .. •3P]w 36'l'otegcan Ll •O I Tenon 0.0. One TSAud180° Twa_90° Threr�120° Th ee� @ m, `+'h' rw'�ear .iK 4.Reduced IR inn m¢drcd for SRT, 73 Maydpea TalshO ai when mi y. Mont specked. .'_ Mu rill L•LPawlnra'fath .--.tar I 90'' T29�91F FT aau<ts - fmish when ordered man 29 4Mspec _ _ " T - 120-7116 120-29P Ro-32ti' 20-3 wird AIR ala awdy 510E 2-7y9 20190 rA L/THGN/A LIGHT/NG �am• 2-718" T2s-190 T2s-280 T2s-29d 125-320 T2s-39G- T2s-49U s xM rralaaarwnh s(WA Only avy. Mots Def( KAD-M-5 - ( IN FEET ) a Ikuse.gide shsrM .:atie 14 Only a.ad err o SP0a4 and VFW 31.Muar ave APOp3 4 135-190 135-790 td5-MtY 135-320 r35-391T 135�9D r. IynperforRancrRf.nonera (an oradredeseparapSnrAem. Ansvicudyarar'rlrsCompr7y mAbk with OASISkir, 40.KIM L� .:;,[':I;• OJT DDOR: One Ldhpma Way(buyers GA 60017 Phone:770.9329007 werw.Inhona.mm 07007 2016 Aru4y Brands L:ghttrg All nghn n5.rvrd In._967'.1'a 27fi inch (�Tu�uaR 1 JOB NO.2150559.00 I RESUBMI I I CD FOR PERMIT - JULY 30, 2018 2150559001.4-ORA WINGS\CIVIL\559-ILI.0.CWG BTC 08/02/18 08:38 1-40