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Plans (76) PLM2O18-00140 TRIANGLE POINTE PARKING RECEIVED MAR 2 9 2018 TIGARD, CITY OF TIGARD BUILDING DIVISIONNO Architecture Interiors Planning ■ Engineering CONSTRUCTION 7 _ _ - _ _ .._ _.—. ..— .— . — — — .-11 �! Portland, OR DEVELOPER PLANNING 503.224.9560 \ _ �� DEACON DEVELOPMENT GROUP MACKENZIE Vancouver, WA \ CONTACT: RYAN SCHERA 360.695.7879 \ ‘ [ --- 206.749.9993 901 NE GLISAN ST., SUITE 100 1515CONTACT:SE WATERSUZANAVENAH STANLEY Seattle,WA • PORTLAND, OR 97232 PORTLAND, OR 97239 2S101DA0010S 1 PHONE: (503) 297-8997 PHONE: 503-224-9560 www.mcknze.com -- FAX: 503-228-1285 ‘ Se W MACKENZIE z !�� � a. > LANDSCAPE ARCHITECT SURVEYOR DESIGN DRIVEN I CLIENT FOCUSED id Client 1 1S I" \ _km AKS ZTEC ENGINEERS, INC.• • CONTACT: TIM BAUER CONTACT: CHRIS FISCHBORN DEACON i �, 9600 NE 126TH AVE 3880 SE 8TH AVE., SUITE 280 DEVELOPMENT / ---- \ • `s \ I SUITE 2520 PORTLAND, OR 97202 GROUP \•�, ..\ \ •.•' PHONE: 360-882-0419 FAX: (503) 233-7889 (0 FAX: 360-882-0426 901 NE C+Li3AN ST. `•• •'•• SUITE 100 111 \ \ Cn ENGINEERING ARBORIST PORTLAND, OR 97232 \ 0 MACKENZIE MORGAN HOLEN & ASSOCIATES \ 01DA02 ►' • c CoVJ CONTACT: BAILEY SMOKE CONTACT: MORGAN HOLENI \ ` � I OR GREG MING 3 MONROE PARKWAY, SUITE P 220 Project .� 1515 SE WATER AVENUE LAKE OSWEGO, OR 97035 TRIANGLE POINTE Q ' PORTLAND, OR 97239 PHONE: (971) 409-9354 13333 SW 68TH ? \ �i :(‘ ir :. , _ _ P---- PHONE: (503) 224-9560 PARKWAY FAX: (503) 228-1285 TIGARD, OR 97223 . \ ler WE •• 0 . g ``'� \ SHEET INDEX i o\ •'. C1.1A EXISTING CONDITIONS PLAN-NOfITII ENV osr. ` MAE WAY \ .• • `••• C1.1 EX1STINC CONDITIONS PLAN CJI'T!� ~ , �. _ _ \ • • 28101DA00102 I C1.20 3OUTI i ����1119452 + . . ya •. l -e1.3 TREE PRESERVATION AND REMOVAL PLANAli ........ SW eaHrr�r� /.../1 •• I If �0 B RLL SITE I'Lkf 1 11 - J C2.1A GITC PLAN P'Of1Tll ;y �y �' ` KTP ` e .1 D SITE f LAN - SOU T[ I �lh,, �J� \ `7 r C2.2A GRADING f LAN PJORTI I W 0 VICINITY MAP �` • \ •..• • : '.. L // C2.29 GRADING PLAFI OOUTI I IEXPIRE : 12/31/191 CITY OF TIGARD, OR 1 l/ C2.20 ENLARGED-PLANE \ • \04 •. 1:: 2S101DA00103 j j C2.2D ENLARGED PLAN3 Nallr. 0 0 C2.3A UTILITY PLAN — NORTH © MACKENZIE 2018 \ •••. �.� C2.3B UTILITY PLAN - SOUTH ALL RIGHTS RESERVED \ • ' :• Y.\� OZ.4 CONSTRUCTION PI IASING PLAN THESE ACDKENZIE ANDRAWINGS R ARE NOE THE PROPERTY �.lit................:------\ __ £$0CIVIL DCT,4IL3USED OR REPRODUCED IN ANY MANNER, \ ` 1 WITHOUT PRIOR WRITTEN PERMISSION •• C--8.1 OI��L DCT/ILO` • ••• i' �`�, x r_ O` ` C8.2 OTORMWATER DCTAIL3 REVISIONS: z •. -� I t CITE LIGHTING AND P! IOTOMCTf IOC [t1QT1{:E TO EXCAVATORS: �� REVISIONS REVISION DELTA 111111111111... \\ - \ \ 4� O 1 EC1.0 EROSION AND SEDIMENT CONTROL COVER SHEET o� • ..�, O 0 ® 0 ,I EC2.0 CLEARING AND DEMOLITION EROSION AND 3CDIMCNT CONTROL PLAN w THIS CLOSING DATE _)- ATTENTION: OREGON LAW REQUIRES YOU \ . ,47 TO FOLLOW RULES ADOPTED BY THE •�/ ••''••. '�'� — ; . CC3.0 EROSION AND SEDIMENT CONTROL PLAN �� OREGON U11UTY NOTIFICATION CENTER. ••• •'•J''•'1'1'•1'�•I'1 1 I 1 r ' ti fC4. EROSION AND SEDIMENT CONTROL DETAILS 1 X IN PROGRESS THOSE RULES ARE SET FORTH IN OAR -`952-001-0010 THROUGH OAR �N �■ f1 • d ee CR OIIEET 1952-001-0090. YOU MAY OBTAIN ���iii --� COPIES OF THE RULES BY CALLING THE I�j�� 0 l •1.1.1.1•I.1.1.1 1 +. • at ENLARGED PLAI10 PI-FAX I CENTER. •`•• 1 L_1•,r�rc eApE rte, •►i Nen TI I (NOTE: THE TELEPHONE NUMBER FOR -�� t, :..i -�. r �,�»K.z�. • L1.1 LANDSCAPE PLAN GOUT! I THE OREGON UTILITY NOTIFICATION �+ ; I r r r I r I Li.L TREE CANOPY PLAN • 1 CENTER IS (503)•••232-1987). \.. \ j a I V"' dp L3 TREE CANOPY PLAN , r r l l l r - `' 1 TREE CANOPY f H POTENTIAL UNDERGROUND FACILITY OWNERS C o LA :te e TREE—CANOPY CANOf Y TADLC (PI !AOC 1) SHEET TITLE: \, I, 28101DA00104 -E-170 TRCC CANOPY TADLE (r !,',3C z) COVER Dig 0, Safely. iv�/ 0 ■ 7 1 AND-S +Ar�r nr-rwILC Call the Oregon One-Call Center '' LEO VEGETATED CORRIDOR PLAN NORTH I SHEET 9 ' • � .i% J. e, L211 VECETATED CORRIDOR PLAN 4OUTI I DIAL 811 or 1-800-332-2344 % t I ~ , � , / ' OFFICE COPY EMERGENCY TELEPHONE NUMBERS L r • • o O •+ NW NATURAL GAS C i CITY OF TIGARD M—F Tan—bpm 503-226-4211 Ext.4313 \ Q - ! Approved reViDRAWN BY: BTS AFTER HOURS 503-226-4211 -..-. . I I I I Conditionally Approved. [ I PGE 503-464-7777 \ o ' +� • See Letter to: Follow [ j QWEST 1_80 —573-1311 0 Attached [ I CHECKED BY: TWM CRY UFA OF YMITENAMCF 503-823-1700 \ Permit Number: PLA�oi� CO!40 CITY WATER 503-823-4874 N Bydles 13 sem. 4�3P wa SHEET: VERIZON 1-800-483-1000 0 (III) SITE MAPS01 a 0 100 0 50 100 200 400 I L t• , ( IN FEET ) JOB N0.2150559.00 1 inch = 100 ft. SUBMITTED FOR PLUMBING PERMIT -- MARCH 29, 2018 SUBMI 1 ICD FOR PERMIT - NOVEMBER 21, 2017 2/5055900\4_DRAWINGS\CIVIL\559-Ci.0.0WG BTS 03/09/18 10.04 1.100 44 ,. '''' < Is S 8' P.U.E. !/ r• / err ` ._ eN . . .f / IIIP r p. .! I Architecture Interiors EXISTING OFFICE BUILDING 1 ' I Planning Engineering TSS" I: - : 3' ENCROACHMENT INTO BUFFER 50' BUFFER -�;.1- a Portland, OR 503.224.9560 / ' �� . -•• • -.., �_ \ , . l !IA.: i I - Vancouver,WA . / \ ., - . -• _ • 360.695.7879 r� ` � ._ . �. _.� ,. r ` ` -_ _ Seattle,WA r _ 206.7499993 EXISTING 15" STORM DRAIN OUTFALL EXISTING STORM DRAIN OUTFALL '� 3� .r _ www.mcknze.co 3 (FROM AS-BUILT PLANS - (FROM CH 2M PLANS - NOT '' 2. �, EXISTING SS MH - NOT VERIFIED BY SURVEY) VERIFIED BY SURVEY) .... RIM=229.50 - MACKENZIE CONNECT TO EXISTING PIPE �. IE(8 E)=225.46 (FROM CITY AS-BUILTS) _ IE(15")=226.0 8" CSP STUB TO WEST DESIGN DRIVEN I CLIENT oaCl1SED VERIFY PRIOR Tom-CONSTRUCTION Ii ��..\_ \ Client NOTIFY ENGINE•M OF ANY DISCREPANCIES- •_��- EXISTING STORM DRAIN OUTFALL / DEACON ~_�_ ' (FROM CH2M PLANS - NOT ,/ • -� EXISTING STORM DRAIN OUTFALLDEVEL _.-_,___--_-_ .. Z I �, ,�x �� RiFI�D BY SURVEY) _ _ (FROM AS-BUILT PLANS - �� CB--�_ \ - ___.. . . + - - , I 11/ ' l'�, _� , :..-_ -� \ NOT VERIFIED BY SURVEY --, CiOIP RIM=233.35 � �----- PROPOSED 15' TVWD I . ,i. ,, \_ �� ) -�IE(6")=231.35 Xi WATERLINE EASEMENT 1 l• .'G� o �E(12,}f218.41 (VERIFY) _,� f_• J 8" ® 3.s9 1.41- !,•••.. • - 901 NE OMAN ST ':------- -r p A Inti /� j `- `� 15' SETBACK NE'XiSTING Sk1ITE 10� IE(8 )=231.5y - _ - 1 ? STORM DRAIN OUTFALL 15" ® 0.359 i 8" 3.89 ��~� \. =- = �� 231 3' ENCROACHMENT: C) •_li ?p p� {FROI�F<A5-BUILT PLANS -_ PORTLANDOR 97232 - - �iM._ �•i ' ` INTO SEB CK �. _� . - - ? SNOT`VERIFIED BY SURVEY) 1 (94..• / _. .._. lnr� •� ... y ,, � / es _t _ 12 1.09 •-1/ 63\ • t � �� , ` _ ?j? IE(12")=210 78 (VERIFY) "' "-'i . •-�,,.�:.:7.4..-:-s.�.a 7----0: -. . • -,.1 77i-ea*-- l , ,,. 8" ® o.60% \\ .a_ lrr ,.,�. �� ��.. �. ' ..,�` �• :;;‘-tilVii./V4-7. � EXISl1NG 8 D.I. -� " �� -� Project ` . - '' ' PROPOSED 15' TVWD `�\, / . . -�>< : ••.� .. ' :~ .� : � .� . WATERLINE TVWD `� " � 12 ® 2.0��• � POINTE � :: �,- 8 � 3.8� � - k -� � RIM=227.05 E{8 )=224.98\ � VERIFY 13333 SW fiBTH / _ " - WATERLINEASEMEN1-\\\N f�\�• ._ " -- � 10.E-' � I ROOFDRAIN STUB ~233 �- �`-;�� ,� `� 'S,.Z � IE(6 )-225.05 IE{l(2)".))==224.90 ________\-- _ _ �- .. _ !E(8 )=232.00 ��• '� \' ~'C` - rte � ? ,..z.7. \\ \, \. \ ---. EXISTING 8" D.I. . , �-, ........:T.7.- 1t� !\ IE(124.81 ` ? PARKWAY © t` r WATERLINE (TVWD) \ ' • ; � r__ _ +` 15 PROPOSED STORM 2� EXISTING SD MH TIGARD, OR 97223 1 � IE(12 )=213.40 \1. j,i--- 2�s L4, 23L 1�i � v r •'�'� , `+1 L• rte\ � :' .•`.� �_ 1W��. � �_ •5SOVER EASEMENT' � . �7L i 15" ® 1.09 . RIM=233.20 �,. -'' �:,�� r+ � -�- (NOT VERIFIED �,_ ir --� iE(a")=231.20 w �. _ .. t: �� ` _ - - -. +✓s�e-�_ ` 72E3Sm72/E24Y.)95© _ - i` " fi SANITARY SEWER '� : • '' .e 1 /_ IE 6 231.07 PLUG END AND MARK ��-- -- n �_ ��---- --,./' / {, 5 LF 36" 1.0'� a� -� C ) " _ . -��.- �,� � �. 1E(8")=230.99 IE 6 227.26 `� �'� o cp "CP ; • ` C )- .\711 „..1 �`� Y _ ` < \ __ _ 10 0.5% , �- ` E{s )=222.x5 I I CB ? �------ ' - -_ (fi")=225.2 ,._,_.,.„,441„,. ` IE(fi")=219.15 �� .-' ` N RIM=235.10 �I ___T------------__ _ fpm I 8 )=225.17 +rte :")=2:11._02 ,._s.., . '. • V ! IE(6")=233.10 - 1 IE(1 )=225.08: JJ ��., `'�• ..0•• . ..4 AM l'n . M! CV � ROOF DRAIN STUB / f :___..,_ ._____ „I:, _, ._ -. IE(8")=232.00 • ~��� ' LriaNcp\li .99 _=� �- �•AT-- 1 ROOF DRAIN STUB CB ��,'�,. \ �-- f ��""T' - . 0 IE(8")=232.00 RIM=233.20 2` '\-/: ��� 7`�o " ) �'� ,. '�r� '-� \ 8„ ® o _ W �� Io p lE 6" =231.20RIM=227.7, \fi 2.69 9 '� ( ) _ " fi 3.09 ' �'� \ 6" 5.8 ---.2----_ ___ \ � I 6 }=225.70 239 S 6 -- CB IE(6")=22 . 3 fig% I o `iiiir - y - 1.09 RIM_ E(8")=2 -3 -- .. .. _-- ----- --------- - �EXPIR 3 /19 - �" 8 2® 230 50 25 C ���8\ f '`--- \, ES• / 1 _ iE(s )-22x.50 a*MI IE{s )_ \21', - 10" © 1.o% ` -I� - • . . .._., / b\ ` J I -_ -7 _ . _ I \ O MACKENZIE 2018 „ J I' iLC ALL RIGHTS RESERVED M In - IE(8")=229.42CIE(6")=230.184 _ - IE(10")=229.33 2 IE(8 )=230.09 ; /• , , CB B II " Zit „ pp THESE DRAWINGS ARE THE PROPERTY - IE 12 =229.25 ,,,\ I 226.0 R =224.0 `� ( ) IE(1 D )=23o.a1 1- t•\, CB -Ni11 CB OF MACKENZIE AND ARE NOT TO BE RIM=228.70 E(6")= 4.0 '' IE(6" 22.0 RIM=222.30 �,� USED OR REPRODUCED IN ANY MANNER, 1N WITHOUT PRIOR WRITTEN PERMISSION IE(6n')-231.12 y X34 �'� �V �/. N r.�o 74(6")=226.70 f v-' X7)6, (6 )=220.30 I�1 f IE(8 )-231.03 I ___ \-ril) --?5 CB �, --- REVISIONS: 237 ,< �,• RIM=233.20 I o 1 " r+ 2 6 IE 6" =Z31•2D 0i_ REVISIONS REVISION DELTA i %., 1 1E(12")=228.46 ( ) C.,-S -237- i 3 __ 0-... . F �0 SHEET CLOSING DATE � � HIS O • T (2) RUNS OF 83 LF 60"CMP �.� L -1.; -. • _ __ _ .,_ - - -- _ _ 7 -. °- 1 X IN PROGRESS --__. DETENTION PIPE ® D.09 ❑ - + - - '- f= ----� _x_230 ,"� - , _ _ _ fE(60")=228.4D -237- Q ❑ ❑ ;-� -- .� --- __ _ _.__ _._ PER DETAIL 7/C8.1 _ /� _--__--. . • • _ -SnA - I . HIGHWAY 217 UTILITY KEYNOTES 0 , I i 1. EXISTING UTILITY POLE , I / UTILITY PLAN-NORTH TO BE RELOCATED 4. WATER QUALITY MH #3 to 30 0 15 30 60 120 2. WATER QUALITY MH 1 (CONTECH FILTER) 1 i # CONNECTION POINT TO SHEET TITLE: (CONTECH FILTER) EXISTING PIPE PER DETAILS 1/C8.2 AND PER DETAILS 1/C8.2 AND UTILITY PLAN - ( IN FEET ) 3/C8.2 3/C8.2 NORTH 1 inch = 30 ft. R1M=234.80 R1M=221.40 IE(8",36"IN)=228.01 IE(8"IN)=216.34 UTILITY NOTES LEGEND IE(15'0UT)=226.21 IE(12"OUT)=214.04 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD, CLEAN WATER SERVICES, AND THE CURRENT EDITION OF THE UNIFORM PLUMBING CODE. ALL EXISTING PROPOSED 3. WATER QUALITY MH #2 5. 60" CONTROL MANHOLE WORK WITHIN THE PUBLIC R.O.W. REQUIRES A PUBLIC WORKS PERMIT. (CONTECH FILTER) PER DETAIL 8/C8.1 PROPERTY LINE *CONNECTION POINT TO RIM=235.55 EXISTING PIPE -228.35 15"INOUT 2. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE PROVIDED. 1-FT CONTOUR 236 --- 236 PER DETAILS 1/C8.2 AND IE( ) THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. ALL LOCATIONS FOR WORK SHALL BE 8 C 2 DRAWN BY: BTS CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF 5-FT CONTOUR 235 - ----- 3 235 3/C8. 27.50 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. CONTRACTOR TO NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. IE(12"IN)=224.71 CHECKED BY: TWM CATCH BASIN CB ® IE(12"OUT)=222.91 ' 3. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING CODE CHAPTER 7, SECTIONS 707 AND 719, AND CHAPTER 11, SECTION 1101.12. NOTE: NOT ALLSHEET: REQUIRED CLEANOUTS ARE SHOWN ON THE PLANS. STORM LINE - - -SIM - - - - - - *CONNECTION INVERT NOT VERIFIED BY SURVEY. CONTRACTOR TO - - - - 4. ALL STORM PIPING IS SIZED FOR A MANNING'S "N" VALUE = 0.013. ALL STORM PIPING IS DESIGNED USING CONCENTRIC PIPE TO PIPE AND WYE FITTINGS, UNLESS SANITARY SEWER LINE SAN VERIFY PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANYDISCREPANCIES. OTHERWISE NOTED. WATER LINE _,_. - - -+►+* C2 •3A 5. ALL DOWNSPOUT LEADERS TO BE 6" AT 2.0% MIN. UNLESS NOTED OTHERWISE. TVWD WATERLINE EASEMENT 6. VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES BY POTHOLING PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF DISCREPANCIES. UTILITY POLE rp , JOB NO.2150559.00 7- THE SURVEY INFORMATION SHOWN ASA BACKGROUND SCREEN ON THIS SHEET IS BASED ON A SURVEY PREPARED BY ZTEC ENGINEERS, INC., DATED JANUARY 5, 2015. SUBMI I CV FOR PLUMBING PERMIT - MARCH 29, 2018 I LIGHT POLE * a SUBMI I ICD FOR PERMIT - NOVEMBER 21, 2017 215055900\4_DRAWINGS\C]VIL\559-C2.3A.0WG BTS 03/07/18 09:01 1:30 \ \ � �-::::. :.:�:::'-::. UTILITY NOTES LEGEND ,,f O : :: : \ ` :.. ..,,,,,,,.,::::,.:::.1.:".:,:•:•:•:*:::-:.::::.:%. 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD, CLEAN WATER SERVICES, AND THE CURRENT EDITION OF THE UNIFORM PLUMBING EXISTING PROPOSED \ \ ��QCODE. ALL WORK WITHIN THE PUBLIC R.O.W. REQUIRES A PUBLIC WORKS PERMIT. PROPERTY LINE - - \ ..'..'.':. ;'.::: 2. THE WORKINGDRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERY OFFSET, BEND ORELBOW REQUIRED FORINSTALLATIONIN THESPACE \ PROVIDED. THEY DONOTSHOWEVERYDIMENSION, COMPONENTPIECE, SECTION, JOINTORFITTINGREQUIREDTOCOMPLETETHEPROJECT. ALLLOCATIONS FOR1-FT CONTOUR 36 36 • WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION SHALL BE VERIFIED AS TO CONDITION SIZE AND LOCATION BY UNCOVERING PROVIDING SUCH IS PERMITTED BYArchitecture Interiors 5-FT CONTOUR 35 3� '` LOCAL PUBLIC AUTHORITIES WITH JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. Planning ■ Engineering CATCH I3A51N CB❑ ■ 2s N +' ` \\ :;.-111:--:• 1 3. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING CODE CHAPTER 7, SECTIONS 707 AND 719, AND CHAPTER 11, SECTION 101.12. NOTE: ''' NOT ALL REQUIRED CLEANOUTS ARE SHOWN ON THE PLANS. '� PR•�' +�S � �•• TVWD STORM LINE - ..... .._.s,,, - - - -- -- - \ \�,' ....Nal*: \ A� '�� F .'-EMENTNSANITARY SEWER LINE --- --- ---ter-- \ \ \ '.'� :..:-.: 4. ALL STORM PIPING IS SIZED FOR A MANNINGS N VALUE = 0.013. ALL STORM PIPING IS DESIGNED USING CONCENTRIC PIPE TO PIPE AND WYE FITTINGS, CBAlid ,\ UNLESS OTHERWISE NOTED. and, OR UTILITY POLE m ) 41110 •` _ 503.2Port'24 9560 IM 210.05 ` \ 5. A_..:::......D OWNSPOUT LEADERS TO BE 6" AT 2.09 MIN. UNLESS NOTED OTHERWISE. Vancouver,WA TVWD WATERLINE EASEMENT I., . IN (S) 207.35 , % \ \ �I '6 \` � 6. VEIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES BY POTHOLING PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF DISCREPANCIES. 360.695.7879 I.E. OUT (w) 207.25 • \ '� Seattle,WA \ `♦ 7. THSURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS BASED ON A SURVEY PREPARED BY ZTEC ENGINEERS, INC., DATED JANUARY 5, 206.749.9993 `�` � 205. UTILITY KEYNOTES 0 ST MH / ^ ` www.mcknze.com RIM 212.93 \ 1. REPLACE EXISTING MANHOLE WITH CONTECH STORMFILTER I.E. I ,W) 206.83 / 192 CB ��r� M AC K E N Z I E MANHOLE PER DETAIL 1/C8.2. CONTRACTOR TO VERIFY REQUIRED N) 206.63 RIM 08.44 ' ... DROP (2.3 FEET) CAN BE PROVIDED PRIOR TO CONSTRUCTION AND I.E. OUT / � � REQUIRED STORM TREATMENT DESIGN DRIVEN I CLIENT FOCUSED •NOTIFY ENGINEER IF DROP IS NOT AVAILABLE I.E. OUT \ Client RIM=212.93 UNABLE TO OCA / / .0 SITE AREA 380,317 SF DEACON IE(N,E,W)=206,83 UTLET DEVELOPMENT / L EXISTING PERVIOUS AREA 120,370 SF2. INSTALL CONTECH STORMFILTER MANHOLE PER DETAIL 1/C8.2. s � \/ \\ .ø '`'o RIM=210.0 (MATCH EXISTING AC) /. / •?'. \ r, EXISTING IMPERVIOUS AREA 259,947 SF CONTRACTOTO VERIFY EXISTING STORM LINE INVERTS AND . ' ' / '0 \ \ �c� �� NEW IMPERVIOUS AREA 34,266 SF CONFIRM REQUIRED DROP CAN BE PROVIDED, AND NOTIFY - %' \ 0 9 \ 901 NE C1I 18AN ST. AVAILABLE. CONTRACTOR TO AMODIFIED IMPERVIOUS AREA 107,167 SF 9UfTE 100 ENGINEER IF DROP IS NOTIL VERIFY EXTENT OF PRESSURE LINE AND CONFIRM THAT 208 �\ ` OR 97232 MANHOLE LOCATION WILL NOT INTERFERE • .._ /11.- 'II; PERMANENTLY REMOVED IMPERVIOUS AREA 20,815 SF , .......... ••••• . AANiN '' w - / ,ti '`\ \ 41 .:::,:.:.. , , / \ *IMPERVIOUS AREA CALCULATED TO BE TREATED 293,322 SF , . cecG..EPOfl 1 V ' � \ 1, . / **IMPERVIOUS AREA REQUIRED TO BE TREATED 259,947 SF E ... \ sw seTH• = •'r• I / +o *FROM CLEAN WATER SERVICES 2017 DESIGN AND CONSTRUCTION STANDARDS: � PARKWAY M 215.13 .• ; I� ryo p \ \ 1 �• REQUIRED TREATMENT =NEW IMPERVIOUS + 3(MODIFIED IMPERVIOUS-PERMANENTLY REMOVED IMPERVIOUS) I I.E. IN (S) 212.03 1► f - / N oar o� **FROM CLEAN WATER SERVICES 2017 DESIGN AND CONSTRUCTION STANDARDS, THE ABOVE EQUATIONS ���� OR 97223 / �!, ■Il `�' APPLIES UP TO THE TOTAL EXISTING IMPERVIOUS SURFACE ON THE SITE. IF OUT ��) 211.93 r.,./ i �; ��, ��,,**tit��►���!!/!!Lr[�, !... / / e . --Ntipaye 4 ..-) \ it+ . / h 4/ 18* # ::: �,, .:„:„..:.:.:. 10*. 4110 ..:: :::.. , ,Q.-,- , . 41110 , , ::.Q.., .1,oE--- PROVIDED STORM TREATMENT _._______ le/ / : : • ..: RIM 210.28 �o1 �, 187 0 I . / \ fl� _- ` :•y :►• OHO IMOD IMPERVIOUS AREA (8P) el Nit ' 0 0 All& 1 flo. , .• '= 'O{'At +. CO 1141 \ \ :: Q# 60,276 »L, \. \ •�,; . . f� - RIM 210.19 I J \ ,� wQ#2 33,845 \ / ; ' .� . 'f : , ./ ', j -.A. ..:; s. .,... ••::. ':. WQ#3 45,649 rq // CB .� / • M''-. .•• fit • ';I: fr 0 •,. � •".,� \ . �d1� �� -_---_ i RIM 215.57 h r'- ,. :.,,,... . \ ti e OUT (N) 2.8 / I'� `�O .; 206 \ WQ#4 67,846 4, -• , 4( i ,. . _ '. '..-N /�' / WQ#5 53,069 EXPIRES: 12/31/19 15' SETBACK s'_ ' / .�� ' / .. 207 _.� �' ENCROACHMENT � / la'c9 •�' . ��:„` p8 -::::::::11:::::..:-:.::%:.::. .. 260,685MACKENZiE 2o1r� -'� �/////INTO SETBACK ;� 2 \ TOTAL ALL R[GHTS RESERVED ` f \)(A/ / `y 1��hti�hi.. ' �,� •,..•. \ THESE DRAWINGS ARE THE PROPERTY �1 •.' 2Og OF MACKEIVZ[E AND ARE NOT TO BE j 197 �I�1/1► �j \ USED OR REPRODUCED IN ANY MANNER, /ri i„.4e/ 4f,44Ik#V i �► ,9z EXISTING BUILDING katk 210 1w WITHOUT PRIOR WRITTEN PERMISSION 111 ��,� 1 REVISIONS: z #�. ; ..... ir '1/ : y•• ,''r. \ Ew THIS CLOSING DATE ' ti, / iip y 5NEE ONS REVISION DELTA 1 1 r -'' 185 - ... IE(6 )=218.56_ '� , o'o , a 1E(8.).218.48___, �_ f4. � T *111t 1 X IN PROGRESS 8" ® 1. ±._- - \ Ob t s/ . 180 / '�/ �. ;16. J / / tip. ` .A 179 / ,� `� ........ ,' p'::::';.;.;: r r U / 6 5 'R. 'OS D '15' TVWD /� t 40110' f �. / /, `- -',:::: ::::::.:.::.:•...: ...... CB 1N E. NE EASEMENT / / I ` 2 -.. on . po ' ...:\ r I . 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OUT (S) \ - 1 SHEET: _._.. ._ - r�r��r��r��r�rt�r��r��r�r��r�ir��r• f 1 .w � r ti `1 r57M- �1 1 l --____ - RIM=222.3D -_. .,-Ni__ - -- ---- IE(6")=220.30 U \- C2.3B TILITY PLAN-SOUTH - HIGHWAY 217 fill 30 O 15 30 60 120 _ ` r \ JOB NO.21.�V 7.00 { IN FEET ) - SUBMITTED FOR PLUMBING PERMIT - MARCH 29, 2018 . I 1 inch = 30 ft. SUBMi i i ED FOR PERMIT -- NOVEMBER 21, 2017 215055900\4_DRAWINGS\CIVIL\559-C2.38.DWG BTS 03/07/18 09:34 1:30