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Agenda - 2001-04-02C C� h "C N O d C C� h c ►•, r.i ►r � ,y CD y (,� �ytjv�w N) r 'o 't", `t! yy y '� Ci �� Cri �< �" CL51 5.r� ► N r� QQ CD o �' < w o p bQ o w 5. 00 R N Oo C^ O O tr AM r ° a.0 � ►r� 'yi�=i r � z a O �� 0.- 4 ao°"r S; 0' E IOD 00 �. rd S• � 0 G� Oc� N CD a O o O_ rfD o c� x to �'`: � .n - oQ �. �, °' � � '., �' n � a• �., o w Cr1OCDd O r. co COD 0 CD CD 0 C7rd y Q uQ 0 C r A IOA o t' �;' 00 0 ° ' ti ci 6 o' rA �, � � ry '0 10. ,-. co 0 .� � co 'rs � o cr •C Z o C N O n 0 ��•*,,, v' a O ,y � ?; � CSD N N fD Q• N po o � g O o�y O ��. a��cD coCD O 51 fro w 0 (p tr CDD > 0 ?r UQ ti {� p, O0 O �. W WtD C3 O 0 • n �- W O �JN �� f O O CD O O f✓ Q- y y oov, CD t'' o O w co n * sv0 OCD CCD ` CDD O CO, aQ W CD tr •cs' �' a f7 co N_ n C1i Q. a v C �i� d oo <<G rA CD �.. Cyy�j�+''• CD A n o r � trop 'ti �C CD .d (D LE d n o r 'ti �C a0 cp mD o C) O p �. rp p IIDtj N O v O C O m y W. O p i O O CD �•s P. C O O O ars a W H b Q CD fD eD CsCD M CDD o nry� C � p CD es ,a rp � ¢ay CD CD TA .p f"D, O. CD M y y o �fD Qtc 1-1 00 o ►- Cf O C w N � H d b 4 a C) tai CD � r � n y � .� atTj V) oCD o c3 0 y � o � o y o 0 N � a x CD. r � CD O CD CC W. CD v, C� C 00 z SOD � a ok C. CDD n o 0 O UQ UJ c 00 A� w "o O CD w CD . CD N O O UQ O0 n OCD CD ry CD ao o CD CD cD u�o a CD. S 0 O O a. O 0 ° 1. O Q H d b 4 a C) tai b � r � n y � .� atTj V) C) tTj 0 tri� � o � o y 0 N • a x w tTl 00 z ... � ... O xz z a ok O r, 0 1. O H d Cri tai ITI d � .� atTj V) C) N '� •� O o O y o o y 0 N O xz 1. 000 46 4:6 ?oo PO ?oo N Oo N 0 0 0 N r• •-` N oo N vNi O � 000 00 00 00 ooO 000 nb5 end 0�rL a CD ¢ curL o CDNCD o �, o tz t3 co d O Q_ N ti b 0 0 CD CD CD CD UQ UQ U4 UQ dQ UQ UQ QQ Oq Oq UQ ... �. •to 1�1+ �..� .. • - • �.. -.. ... ►.. O O O o O O O O O O O �.+ O O O O O N �, O "S --i tz r Z ,r' o o• � a � o �. N' o r t� � `� o o CD 43 CD�. .� CD a, o o c , � o U)tri C) (rq rA y CD es CD p c �. �' rA C,0CD 14 CD tet 0 �C C z `p z P D � CD � opo o ��CDod� C° a y Wo :_•��H o y a o C° E— CD 99 o y y o eD N CD 0)0 CD CD_ y o04 �•... 22 o a ° CD �' D O r o CD IO 0 CD '- CDCD CD .� O ° oCD CD C CD CD CD CCD v� Co � O C v' D O C7 ° y C s �rw CD � M. � w CL y C a 0 O x�d rb Oyv�td C� r rrrrr rrrrrrrrrrrr :d ��Cdd>>d �•�_� 0 �y 00'000 -0 ONo 0^\/00^\/00^\ O °C o CD �� c C CD cD ` .. p; C (D cD CD c c �.� c c �'d n O 0 O CD oN v, O v, O v, /0000\�0^\�0^\/00000^\�0^\ CDD > Q,o O cD ° 0 � CD •�, v, v, v, v, o v, a �-o�o�-o1�o�o�-oZo"o h ' ° do0 ocD cn o r r ��1,0 �-- �-- •� ` •-• •� A� Cp N ... 51 pioo I 9 b d C) v, 0o to W N lV N a1ONNN J� N N N -- -- ON OO a\ O\ a1 O1O101C1CN mO0 do c000\ � �ooCD 0 mo UQ CD > v � O --� - NNN bo N -- OOOOOOOO 0 o �o o F)" O ... 0 �, O WONOO O O Cn tli O ONS �a\cncnwNN. O O N p O cli O tJi cn Vi o Ch CD p 0 vUNQ 0 V] cD O , O , CDC, C) cn v 0 � � �00 4W 4�1 110 c CD ao - d -0 A w d wcD vo l � d to to o O p, o o o ,n •, cu 0 CD CD o 00 00 b ►*, O < wo ,D '�� ; C N N NO " po UQ A o W O O O o En W CIA a CD • u�u r- e �,, �-• •��• -•�`o 00v C,tA tr >ntlwid :d ��Cdd>>d 0 00'000 ONo a� O °C o CD �� c CD cD ` .. p; C (D cD CD c c �.� c c �'d n O 0 O O O N O v, oN v, O v, O v, .� d� a C— CDD > Q,o O cD ° 0 � CD •�, v, v, v, v, o v, a o°o h ' ° do0 ocD go �^ . N ... 51 pioo A 0 C) �� a� do c000\ � �ooCD 0 mo 0 � OOoo ^ 5��d " o� U'°n� a 0 o �o o F)" o `. r' o CCD CDC, ID `.�• CDD � c � c CD ao - I.E. � ..,. wcD vo l o o o ,n •, cu 0 CD CD o b ►*, cu CDn CD o a wo c° iu p' aq " po o En W O C • u�u r- e w O .� 'C .� 2 Cly p O NO. 00 CD� v°i C C� tD w p ¢ CD a 0 w .. CD 00 CD r. Cl, 0o COD CD p CD CD b o o Nor 'D a �° o o CD --.0 p - Cr CD 0 a o Cl. uj CD CD CD � aCD a�a Oo� g� D P, 0 o SCD C CD ° "�� p ao R. 0 En o CCD o tj CD ° CCD 0 -' �' `° CD ��-' CLCD O v' N CCD °�, �+ 0d CD Cr1 0 O CSD /b W CD CD CD W Cp O' � 0 n a- CD -.p0• 0 a � .p CD �' CD Q' J 0 N � i CD � � � � p r7 � � �' N D 'b CD a �' CF,CD '. CCD CD h' '0 Cn �. CL oo " CD CL r CD O 0 CCD 0 ¢ Z N CD CD n .� 0 �s O CD C L . ' CD .y : CDO a C) C "o C�" tD � _. t O 0 � `� - C P� `nC� LUQ O n n E mCD' n '� P- 0 p <CD„ O o CD ?' �, Q. cv CD 0 w Cs' 000 CD cn O cn iA. 0°0�.�o c N p:o 0 D (.DCL t3-o2r OCD CD CD � a En Z r C)� ro C `5� p00 O � CD `O N � 0 N p �*. U� � CD � t vii r^3 CCD O CD CD ¢ 00 `C a C bb 00 00 �d � o 00 --1 00 o d 00 r � 1p w C) 00 It Cil v�yv�v�0 ID CD '* CCD CD 0 CD Q - aa ICD CP CCN 00 CD En rrrr 0000 O O O O N�►-w 0 0 0 w vii N O O00°� U) cn LA 0 0 0 - �d5'Oy 0 a N~o on '' CCD ID C�- CD C CD o a r 0 0 a ' 0 'b CD N CD wwo o 8�� o� 'aZsCD m0 CD o C] 0 CD CD CD �, �. . t ° CD ° ° �*,,.. CD CD - CD �. 0 CD CDrn XO 0 d �' n CD�. "C cn C% C p `d CD 0 0 c Cr G''~o � 00a CD �n o>C aoo0 p� Cl c c a CD CD CD C C rCD tj r p w C CD CD O CD N r * O' °, o o CCD a CD CCD `O �d O UJ CD CD rn O .� 'C .� 2 Cly p O NO. 00 CD� v°i C C� tD w p ¢ CD a 0 w .. CD 00 CD r. Cl, 0o COD CD p CD CD b o o Nor 'D a �° o o CD --.0 p - Cr CD 0 a o Cl. uj CD CD CD � aCD a�a Oo� g� D P, 0 o SCD C CD ° "�� p ao R. 0 En o CCD o tj CD ° CCD 0 -' �' `° CD ��-' CLCD O v' N CCD °�, �+ 0d CD Cr1 0 O CSD /b W CD CD CD W Cp O' � 0 n a- CD -.p0• 0 a � .p CD �' CD Q' J 0 N � i CD � � � � p r7 � � �' N D 'b CD a �' CF,CD '. CCD CD h' '0 Cn �. CL oo " CD CL r CD O 0 CCD 0 ¢ Z N CD CD n .� 0 �s O CD C L . ' CD .y : CDO a C) C "o C�" tD � _. t O 0 � `� - C P� `nC� LUQ O n n E mCD' n '� P- 0 p <CD„ O o CD ?' �, Q. cv CD 0 w Cs' 000 CD cn O cn iA. 0°0�.�o c N p:o 0 D (.DCL t3-o2r OCD CD CD � a En Z r C)� ro C `5� p00 O � CD `O N � 0 N p �*. U� � CD � t vii r^3 CCD O CD CD ¢ 00 `C a C bb 00 00 �d � o 00 --1 00 o d 00 r � 1p w C) 00 It Cil v�yv�v�0 ID CD '* CCD CD 0 CD Q - aa ICD CP CCN 00 CD En rrrr 0000 O O O O N�►-w 0 0 0 w vii N O O00°� U) cn LA 0 0 0 bd CD '' >✓ O �� tS CD CD � �. � ° p 0 0 � �••*, o o 0 CD CD N `- CD O `. ° 0-,, � ¢ O � � � Ai �, O so - CD CDCD CDCD R• o O '� CCD CD cCD .w" � ° CND ?�'ID o CD 0 CD p CD '�Y w O '.S' CD ,..r CD CD C. 'O O Q+ "t3' •-• '•• CD b CD 0" CD � .y v� w w O `L� (� � `r � w � ¢ `C CD O CD v CaD `.~3 ' N d n UQTCDD CD ~. Ca° N N N o' N ?r CCD V. w �d O A- CD n A- ° b CD p- O Cz. CSD ' W O w O >✓ Sy .�. � �� ~�� a VCDi C) o �t .-•'� �• C � �h CSD ° ~' � �. 00 cD C^ .� .`3 O 0 O O s u, CD O O O C CD ¢ Up4 O O CD t� R _ o- i 7`7 0 CD PCD7' CO o CD CD 14 ' w~ • .(.� . 'C.3y �rN 'S ".. CD . O c -o Cwt Sd CD .,N `A- N AE?r ro C�9N;-- `2 CD CD ID -1O Q.o _O a• CD nr+ O O w 't:s O -1 r+ v — O On CO d Cto n n po CD CD O Dp 1 " ::cs y � 0 O C SWO O (D CD 0 CD p 0 CD �, ((D v)iraQ• CNN .y CD CD cn CD cn CD P- w r+ a- CD �1 r n' '-* p a w ,'�-. � C, .�. CD E, CD J N Cp .� w a O CD w CD O ~ r' ~' •- v, CD 00 O o w CD �, O. w e r� ^ o afQ .�° w Q r3 O e r n o O "S 8 1 + rD � .CD-- � � r �-` � n CD b CL � `�. � o "h co a n o O CD a\ CD v 5 SCD �. (n w~• o :j "Cf n•s v • a�� ' CD .`� • w `� •' CD ,Z7. 00 CD J � ,° UJ O a pwa,N fn (IO! u a CD o CD �o go o o z CD o °, CCD O~ �' �, ~• n' O �. CD 7J J o C O° A Y to O rx 4n CD CD �~- CD W O 6' cr w w w a w oCD ►°h O CD O ro r*, C9 p' p CSD En CCD n CD p c n oN 0�� ° uta o �' CD �' o A- � A- CD En con C O (p' CD CD CD O. t vwi CD ~ w w ��CD ''d r �N O rn p O ry O O N 0 zz �n0 y CD O dq M rL N CD 9 w N. CD 0 �'cna CD CD ITI a �. 0 �NNr .tA c v, o o O z CD CD CD CD 0 00 C2l rA CD C1 � w y z 0 CD r `° o b n 00 N w 0 C N A `r° CD 0 00 CD CDN a CCD CVD N�° Orap° cn p p° 0 CD `j CD 1qcD � CD - O '0 O 00 r- 0 OO aO P• p, C ID 0 O `C N nn� CD �`' C phi " CD 0 p. In 0 0 CD .. CD En cD V ch CA 0 CD p < ,� O a, "t O C CD �j CA n CD CD Zi . t ft > CD 0 �-. CD n CD CL Q+ OP.. a r >v '(3 �• P.7" P• En O . 0 CD 0 CD d ... 5. O 0 C O p is P ' o p Cn w 5 CD N CD � N 0 CD O n CCD �� b ;� O �3A O aCD O 0 CD < CD CD CD CD UQ �. v� o N O W �' TJgr p 'C _ p„ N r O W. to N � CCD O O CD C • '�' O '� ter-• p q N it rte-.. CD O y' n' �i ~ . °CD I �PV d'o � . O P `� a' 0 �' opo ��• `� ° `�'' — O '-'' � ¢' - CSD r Uo ,-. C/� � b cD CD O O0 O o o COD ° O� �. W CD P. CD CD u Os Cr �� P. �+ CD o '� o 'b W CD r- � a ° �' o CD P' En �- En H r UQ O CL O tr CD vOi UIP'Q Cr ° O CD • 0 0 0 0 tai H bd w P,'H o o .H b H Q- c�D �. CD CS�D cD � o� a'y crCD bd �� a adsD c r*CD �'� b CD CD u a° �. CD C -D° as y CD o o 0 FD '°d cn o 0 F°�J �, vii �' d rD �- �- rD CD �. CD O � ar, o- n r vq. O CD v�Q a o ar ' CD CD a vii t� (�q `� ow °° (zr 11D 1.0 P CD _ t 1. C �OqO O Ov vi CD = Pt �' �0 °z CD 0 CD P.oEl p CD O y CrOQ N N NCCD CCD� 0 Ej CD p G N C C) CD O `'"3' CD � o ° p, O p � , � (OD ~' �' " S ��' I `� CD 'c3 ... � U4 rn � Cl Cp 0 CO �* A� 0 `.�. A� � O CD •� -6•' r O m r, O o o p �.. n .� v� O n C n O n O� v' O , t It CD rn . ti �� GZ. v . �' C) O CD e' . N ' CD O .y F 4 aq CD S H' -0 M R• � � � CD � O 0 C) v) � `� � sy � CD CD r O O � -e o C1• v� � .� A7 CD ?� p r .- O O p- H w r. cD p CD -0 p. C p, A� ry f/i CD �' UQ r, C) cn N O. r-• O �C CD �, A. CD CD 10 Oq �' O 0 O p �, O cD CD n ,� O ,-� v, Gn Ci. �' cD 0 O' CD O " .. W c +' CD ; rn (� "� C, t1� O' CD CD P C) N .-. n �' p,4 O CD �: 0 p oo n CD CD �n O ... -* CD CL • c .-� cD i �n O v, p ° `t7 CCD CD p a W X C~~D CDCD Q~q G� 0 w cD F A , ° A ° Q' c� hD CD P� CD CD ;'I CLs V' ° (p Fb O —+ `rs "� mph O CD N O 0 � CD `C tij O ZS CD n ar a .. 3 CXD p CD C O N O `d ° F n nCr 00 'C ti A' C o a' CD CD In Q �►*� T ...! .p�. (TQ (�0 �O pCD C' D tk1y F.r3+ n 'S CS' .y+ En USqS � " ' o CD M" 0CL CD iO ~0NNEl 5 r° O O cn N +CD vCD CD R•d p i ,�� .� �. G- 2., RD ° CD CD a C ° p*+ t^i-J CSD .-. CD O R- o np O tIJ r p !� �' CD A CD b V CD 0 k ti O CD ��h C) L� � Fes. O O CSD " � n � .rn O CD :. CD �) R tS o - COD rr� O k ryq ,..r ... p �—. N (D o O <0 O ... tv O A� (� '"o ,..r � p� cD p v' � -e "� � -. CD a v' O CD 'H p Ot O OCD CDC O0 O�" 0 En N N b y C N CD c t. ca. 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O '" • ►� * '� 3 � CD P ':3 cD CD Cl -O '.3 UQ ry UQ Uq � '� Qq UQ r vOi Q C1 b "O ��'*, v' Oq N Q oar o a� �' o o a� o o y CD 0 �; tv o -h o � ccp o O 4 CD co cD �' CI p, t C CD CD `� co Z. CD O �n p .�- '.� O o .� -4 CF- O `� o z -- CD CD o. Ua CD CD GO Z o CD CD CD CD z p. R• CD IQ a• o aCD � UQ E 0 a 0 CD P � � CD CD .� CD • �' 'CD —aq, N ��- ¢, O o+ J '� C ° CSD �'d Uq `O - 0 ►- o n s �. p O CD 'C3 .- • co CA CI. Q Cl.`��, N t7l'� .�-.: o CD CD n b `"' p, ,..t Q„ CD n. •-• •-• CD �,,,. •x. ... O p y o, CD CD z _ " � Z o CD cD �, A., p •� �, CD ° �' o O CSD A '� ��U�v En `-. CD En CD �71 CD �.IN CD ° o 0 0 CD Ln CD 0 En En cob g o ►� O CD CD 00 cn `d O N CCD i" N 'r C) CD `C O O(TQ O O � N k Or .y n�� n CD O �. ,+ C3' �n .Y � CD � �. � � ° p � � 00 � ►Cn+. W -t W � �i CD � o �31 CD NCDcnCDN Q.� � O p� CD CD o -- CD QCD CD 0 • CD0 0 CD CD 00 CDN N �" C7 r `-r p A� �' a N r t O (f4 CO O CSD O O - CD �t SCD CD vi A� y CD CD 0 CD UQ �-h G. 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L BE �cxrnwainl MJrIIIc EI'.•, YIGu11<etl:C..ViI ir41<rM:EIS <9 —E]]iY T T I et<nFR a,u nt wn;,H.c]] cs nt w:,�2r- - cn.rRu.r:,a 11 c' 4iIrrATFL, RE]1=ixrVB,E fi nrE .e.r1. x JF ..tr FHI rlxuw uN1Hrry !rt 1'RJ.FCI 11Y'i!]. � , F.' /l I l fI srR II I all TAX LOT/VICINITY MAP t"IS —11- - e lar- E. 2e' App'. Tr.. to Gompecl ParFJrg specs - 9landertl PerKmy specs PROJECT TEAM Civil Englneer/Landscape Architect: Surveyor: Cooled. William Horning, AIGP Contact: Hal.1d P Salo WESTERN 16n sw KeL, Ave Andy r.rls A. AssouHes, Mc PIANNINC P TIAND, On 91201 15962 BeoneF ferry Roed 15031 2916212 e9a '. IFC. 1_1 2910223 Fn% Le 9. 0"",, OH 92035 15031 6364341 Owner/Developer: Architect: Cuntacl. Oa,ia Efnaml Conlacl: Bob Woll 3140 0arr0'— r"". Jell, O H.Dinsan Ar A, CSI Veal Linn. OR 91066.3631 ISo31 5]]3350 12000 sw Vie.cresl Court TrOard. UR 9r22e 15031 551 3352 15031 620-2112 FA%. 15031 624-5261 1, SITE PLAN - LOT 39 Si16 s'lr.'er b3' ,.no-; Pars a A,sciale, ,,, n„ary 2001 - SITE SECTIONS 5e. ArWl.cluel erewxg. ror Llghllrg 1 I. f_ e'r PROPOSED ZONINGIs (� McCART DIEMCO INDUSTRIAL PARK P U�rD.PLAN eb r Landscape Architecture Ci,U E6tiueent,g 1021 SO IFLLY Avg, PoRm". O6 9`201 503/E04-0222 PAZ 291-0223 30/095-amo SCALE: AS NOTPa DATE: W Ra923RMS 01/19/01 0D: 03/01/01 SHEET INDEX -6ays2'nrE I- g'rIc cs )lel aNi acture 1 SITE PLAN (Western Planning Assocl 2 s1w1.. or Rore.a«ra ortic.. 2 EXISTING CONDITIONS IA.ndY Pans 8 Assoc 1 ovr Grout Lev.1 P.-" Garay. 3 PRELIMINARY GRADING / UTILITY PLAN Waste- Planning Assoc) 46,44, 4 LANDSCAPE PLAN (Western Planning Assocl re tal-q loan IG'L.ntlscap. 5 LANDSCAPE DETAILS & SPECS (weslero Planning Assoc.) -re�.o Ql rtr..n A-1 - AS ARCHITECTURAL PLANS (Je(ry C. Robinson, AIA) Fav: SITE DATA 1, SITE PLAN - LOT 39 Si16 s'lr.'er b3' ,.no-; Pars a A,sciale, ,,, n„ary 2001 - SITE SECTIONS 5e. ArWl.cluel erewxg. ror Llghllrg 1 I. f_ e'r PROPOSED ZONINGIs (� McCART DIEMCO INDUSTRIAL PARK P U�rD.PLAN eb r Landscape Architecture Ci,U E6tiueent,g 1021 SO IFLLY Avg, PoRm". O6 9`201 503/E04-0222 PAZ 291-0223 30/095-amo SCALE: AS NOTPa DATE: W Ra923RMS 01/19/01 0D: 03/01/01 Ca% . via--�, • • W • • EWA I I I I iI EWA �i e�� ®■��■ii i o.ii ILmmm EAST ELEVATION M C) = `( o m � 0 00 N L I I K� WE5T ELE`/ATION O I.L.. LL�Q� o 111 w 7 Z cn :3 z Q �Ov n-isoo A9 NOTE o» nut 4 aX ears IT SOUoH ELEVATION G� SOUoH ELEVATION NORTH ELEVATION 0 w !GI!CN 'A' SECTION 'C' N -Z �w° m 9 O 6^ U cnOQ JCR 12A3700 A9 NOT D 035 9,[[t G� NORTH ELEVATION 0 w !GI!CN 'A' SECTION 'C' N -Z �w° m 9 O 6^ U cnOQ JCR 12A3700 A9 NOT D 035 9,[[t • • WEST ELEvATION • F�� • tom; • 0 0 0 i i i i Q a € i i i i i i i i i i i i ------ i i i i i i i I i i i FIR5T FLOOR PLAN CRC55 SECTION aw�13 0 1L a LL Z O m W O m z v �oa JGR 17-13-00 VIED NOIED 039 Al rc X sK C • ogg N o�oo Z3 � � N LLI ca/Oj� Q (1 J RW JCR 1213-00 u.0 A9 NOT 035 42 X �w[a • • • I�IIRD FLOOR PLAN ew:3r u7 z O 1L z�a0 m `uJ Z OmY r 4 �OQ RT CR 11-1}OD AS N07ED 03S 1 x C.'' - C• • • zl • (1) EQUAL SPACES 001 EQUAL SPACES (9/EQUAL SPACES 42' HIGH SAFETY RAIL 2' DIA TOP RAIL (TYP) 1 1/2' STEEL ROD RAILS s 4' O/C, MA 1 1 1• II 1 I \�- I C _ II 3/4' X 1 1/2' SCORE JOI T (TYP) - FIN1514 GRA E ---_ ------ �J_______________________________________1.� L------------------------------------------------------___________________ ________________________________________________________r________________________________.___________________ VERIFY DEFTW OF FOOTING WITH STRUCTURAL DRAWINGS (SET ON FIRM, UNDISTURBED, NATIVE SOIL) ELEV4TION ,�B-1--p-1V1 Ntrr -W SCA 1-6 - - 4' 4' 4' 4 4' 4' 4' d' 4' 4 IA c.1� crux 1N m rp —(P O) D rL r � (� r G o c: —II F: m cif < ( t n rn l� i= c.1� crux 1N m rp —(P O) 1AMMAPe NOTEII �r u e.s .... ....<,vrvr uni�u ... .�. wwouw. �i�wrµdyfN / ® .r� env rn.u.y ,u..on ♦.nrr a.. PLANT SCHEDULE --Inndecepe Architecture Cidl Engineering 1841 fl MLY A1Y. PORTIIND. W 97201 007/281-0222 to 2118-1221 108/eo1-wo SCAIB: u Norm oR.nr: Ax Dara of/n/ol Renseo: oz/n/al IST�p � OR� , sc�F'E AR� e.s .... ....<,vrvr uni�u ... crM�n>ru ® ♦.nrr Qn 4 uu r u.rn ® ..... .�w�w. .. --Inndecepe Architecture Cidl Engineering 1841 fl MLY A1Y. PORTIIND. W 97201 007/281-0222 to 2118-1221 108/eo1-wo SCAIB: u Norm oR.nr: Ax Dara of/n/ol Renseo: oz/n/al IST�p � OR� , sc�F'E AR� i�L3n11 Tv, (I DECIDUOUS TKEE PLANTING DETAIL - rw 4 "OTurti° EVERGREEN THEEPLANTINO DETAIL. 0 aw'r.ea ER 1 6 •, �` DOUBLE CHECK VALVE DET.UI. \ 5 }EXISTING .—._-___. I` 3�Ifil __"lam REAtOTW CgNTROL VALVE DEfAII, xro I �el]I II ripal-i S� `MANUAL DRAIN VALVE x 11�i-I� III �IHI IA 9 `I IIIW, _'['-•D1 C POP -11P SPRAY HEAD DETAIL r_ 13 ^9tINUB 8 ONOIINl1CUV Efl OF TAIL r Illi�ll Gll III=lUE - '�� > mnl ilio u��uf= u� IWC ==JiMl 1LlIg. ._..._ N.. �.. 0.4 NK CAT . t 1} ---- -n "+ QUICK COIIILING VALVE DETAIL .� AVETee 9 J— - - - �.+:a•�..t c.,:°.Kc, :ucc.�<,_w jv� � .• r.�� ..��9.eWw:ry"„> ZR==�� Mr L°`cwv r+�. w..P'"w.:> �n ti ira..+w:o aa.a.0 p.xtug u....ua.wa ...0 .... way n.p..0 m....wu...+.e.. a..s...w c.... p.. u...r. ter:. .. aro...., .. � w."+, :;. ", ......�... a....� ".,.. "wp:.u.n mwa ti��,.•'^ ..>uy �Fw^v.«n,.N+uW ems..+. �-••rre :�"".a.. awry. �'a�y.,.....e <....... 11 U11.1=4 .x�. ^'o�y�y .ne w•v^ a W.•l�t%aW "w`m .a�..w. . ..a.�.wr..pn, guy. WESTERN PLANNING ASSOCIAUS INC. Land Planning U.Jscape ArcAiteclure Ciro Engineering 4021 ST IXUY Ali. PORMIND, Da MM 503(LW4-0x22 TAa 294 0223 300/695 -5340 sc— Os Norto Dun: AN DATA: OI/IT/01 Rms": rtsTE�. 0 L DRF. O F -I U 2 !J 4 Ca G MIL4 co bt W Qi U) Fes. Gj q O v Ej c G1 cC 03 m m two �b Ub pe co G 1a as ,-I. l U) C] ..7 5 Ol ll III -1 �I�IIII II II(i {.,_,-.._ ill su• VIII . .,..m IIN I D UI dUl 11�I;l Qill -. ()OI..co"y IIISTAILATION_ DL_TAIL_- —c ".0 .."x.wwe��4'� ' �+•s ya.. .... way n.p..0 m....wu...+.e.. a..s...w c.... p.. u...r. ter:. .. aro...., .. � w."+, :;. ", ......�... a....� ".,.. "wp:.u.n mwa ti��,.•'^ ..>uy �Fw^v.«n,.N+uW ems..+. �-••rre :�"".a.. awry. �'a�y.,.....e <....... 11 U11.1=4 .x�. ^'o�y�y .ne w•v^ a W.•l�t%aW "w`m .a�..w. . ..a.�.wr..pn, guy. WESTERN PLANNING ASSOCIAUS INC. Land Planning U.Jscape ArcAiteclure Ciro Engineering 4021 ST IXUY Ali. PORMIND, Da MM 503(LW4-0x22 TAa 294 0223 300/695 -5340 sc— Os Norto Dun: AN DATA: OI/IT/01 Rms": rtsTE�. 0 L DRF. O F -I U 2 !J 4 Ca G MIL4 co bt W Qi U) Fes. 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O OO Cl Cl W 01@@@@ 00 0 0 O O O C. c C C O 0) a1 Cf (� �. " I yN� �•v•� ::1 =; f 01 N vv aaaa0 .+.» 2 I I CM M c c c c�*:**a C: m * m Xxmrn m m rn aCLCD m M CD 1 n O. 0. 0.0000( M O 7�7C O.aO.O.c O ccCc n� m c , M m M TD'UDNN"uD CD CD CDu W070mmmmmmmm IcyI mm K K K K 0 cn M M N M`` 7�WWIr0 m p x� DJ C C C 9 K C ?. 2 2 2 2� lr0 O O. -u -O -uTC I i M m m m m 70 2 °� m I I I I -U D ao � -u-u22 CCD °00000005$a -p -0P. O 'Doom o N c c c c'Om CD 00o.0ww m CL 1 1 1 1 0 0 gyp' 0 CC ��22CLa— 22 U) m o o ERR cCCCr c 0 U) O O O (OD (OD M. _0 CD M2, O.CL-- CCCC ccD m m m • D T V m z v J W TL �, -&I ZND c • Z O N C (D N CD O m O CL X N 0 n c Pilkington Rd to N R.. 46 J 4tW-66 50-0 154-►Iit F 46—% J rn O 9 0 - 4-353 4-354 IR- 5 Ir 5 212-► 1 f 224-► � �I 2-% N 0 "11 — — — — — — — — — — j I I D I I � I I I i o x l Nti I z I m I I I I I L---------- -I o `A 98-0 130—% w�Nrn o j m C7 �tz O �ci -V -- ---- -------- - n O m o co C O 0 N o � (O CDy F w - XCD m c :3n m a .. a 0 cu o d ra CL CO (D a Ro y. 7 a b o O ,. 0 ) N j II _ T Ol X n 4 N � 0 + to m'4 w Rd J i L %-46 W- 67 r 125 4-167 0,Pilkington 0� Ir 0 51 156-► 111 380- r 382 -*r 131-0 46-%v 0 0-%0 0 250-% W N n (p O CD C ----- CD a ---— o y s I I ISI °° I I CD W �� x I I z m l o b l r_ c: o n .01cQ L- - - - j - - - - - - - t \w • T D O mo d m _D w N y 5 C cyl a m m a� m ca n N o m wTT \ z 0 O- W Z r n ° C N 7 f () C, a a (53 o Z st" m a a` o O N ` co r X C. nN 7 FM U1 T f Tl EnCL .Z, N � d ^I m O p + rn v Ln ' %-44 i N� CP v Pilkington Rd 4-165 0.136 4-352 Ir5 4- 358 19-0 " -- -- �t 25-0 1 214- 226- 97-0 N� 6071 m �' m M 2"71 N 0"71 0 0 129-% W 01 0 IQ 0 — — — — — — — — — 7C C)- m m o a, W m I I ` •� a m mI------- I I IS N m a x i rn W� IEn! i.. i Q 8 zi z l m m l 00 ac, rQ C) o I I N I I zz � a c �'� ------------� Ln u m o °7 O N V A f c6n o CJt 0 F m ` m o CD w O O Z0 rr O In � N r m c� o - IL 1 f--1 � 4-1 4-15 cp 4-1 Pilkington Rd r 1 ic- 15 er- 10 J� 1-► 1♦ 8-1. I F 15a F 2-1- 2-% N o0 2-% -+ 3- 'A O CD o 1 1 G) 0 f CD — CD CD CD -1 CD I O g fn C �� a�� I I�! Q O O I cg LA II W Vi N n• I '� CO N Q I i vni o m y LF11-- D -� a Im I 11-► 11'71 IfuL. oCD I I �y I T CD 0 CD I 1 <,, Ncn _ cn I �cn� nl C o rn I y CAI m L---------- -� m iD o m v IT m U) ChD S G) CD CD CD CD M a V o CD 1 � 2 o C cn CD v m z� z� C5 L� Z z l� w Ul � o V 1 � CA Z 0 c w : -' N 153 0 Z V 0 N u+ D m co Z a EA ft -2 4-4 0+ 4-3 4-9 4--4 Pilkington Rd L r-3 I9-9 IC -5 4-+ 4-+ (► 3-+ 6-+ 1 1.J1 5-% rn rn 3-% w m 4-% CYI OD 1 1 1 o N N � (] 77 los .� �. ammC 0 „NIc: o I C, y m L 4'-s-- CIL a I I 6-► 6-2 Z O G, m I w CD atin m Fx$01 I I o �� i o 1 � it m c. CD i 0 cn I n CIO L ----------J z� z� C5 L� Z z l� v v co o co m m o_ O N O N O � p CL f0 Z O O O N Ao Z N 11 co eco D 0 N Nr - m coCL a � a n fD v v o N'`LA CD Pilkington Rd -169 139 4-357 357 r 14 r 5 a 25-0 1 t F 217 ♦ 1` 232 -0 -- 32 -►103-► 103 -+ 6011 c,, ro `041`0 7-% 3� w w 13311 oOo --I O_ CD (D am I �c�om m I o o+ a U) v i �.$�,.. I OHO �� o d I y L------ ,� n. w C I W u, I 611 CD 0 C C: m a m (D Q N m '�' x (. w tj I I Cod 070 Z I m I _ 0 C Cara CD C N w I y rn I Z � 0 0 w n i Z FCS@D -----------J �J � tz t C) Ci%C� � v v co 0 01 io m � o 0 � O N N O F th O d t� O_ O N A 11 � O n N rp a T z CL -I p. m 0 n ' U) �tDN ft -46 cr 1 w 4-54 ♦ 155 ♦ 189 Pilkington ton Rd 9 i L r 68 Lr 34 0-11 51-0 R I, 385-► 384-1 135 -0\3- nil n 146-1 - v Ln 3i N w 2� o N 250-71 0 Ln -4 O ----.— CD -+ 7 0 a� 7 7 Ic I asoyON Q CD wCoo CD � Q v G. X 'a CD Q. I a EnI O 77 (D m I _- o o :3c m c z l an d O N I `° `° i N O O 0 ni O �� L,1. I (n I N N I rn - I I------ T-�----� N m �J � tz t C) Ci%C� mme m o 01 Co O_ O N � O O d f0 Z O O d N � 03 O � O 7 f� n 0 N 11 m 7 u+ C) D 0 m T S, a a � 4 C7 n cn rn14cl, k-46 NN p J J m 4-173 4-357 +-361 0 Pilkington Rd 9 �i� r141 IV -B 0-2 �Z CD_ 25-1 1 t F 2151 235-1- 115-0 1 -N 4'71 N 1-% U, 136' 71 w: 6071 ID m O_ (D C- CL CL I `N w 77 N o N O 1 rrnn y I N vm w Lt a CL �� 1071 to m ( i R � ; W p. a 1 n n CX m a=cnI I nCDi a c`DD � I .. o o 'c c y z l d m l O �� y I y N I Com] n C 0 01 t7C1 (n N NI M O 1 = jQO� --36 (a ----� LO m T -VO 'o m M' 9 m o O N O N p fa71 O CL O Z O O O � � o O Z NU) D n Nn D N O p. O ' N -1 %-53 grn rn (D vw co Pilkington Rd 4L 4-193 W-160 ♦ 408 4-420 0" 15 r'5 a 29-1 1 1 ♦ F 249-0- 266♦ 1221 ,n Nd� 118♦ 6B-% a, - , Ul m t 7X71 .3-% w m 153X71 U, �► CD ; (D = c'am w I IN i Q - o o 7 m I y �" I �; i Q�CA w iF -------- t N v dry I 6- CD � wc a x CD I 2 W C:) m a C Z I c� M I C L�7 n rn I.-.3 cn I cn I t� o n I -n-nI Z ">7 T 'U O m o m • `m" m O N N O O � p d f t0 O O O 0�Z n O C? co b � N m I I T W n y (D C? O t 19 W �I w rn IC. 53 N` C Pilkin ton Rd Vff w 4-197 197 — 4-410 F 414 ` 9 r�� r- 163 Ir9 r'2 CL 29-0 1 t f 247-► 269-0-129-0 115-► 4-% N 1�1 cn 156-% 68-1 u' cn -P' Ln N rn — — — — — — — — CD CD c a m a n I� tea, X 0OL X+ � cft O I N y D)0 7 d I m 61 L------ t N N0 CL m OL R W i 10'71 p� � n � � c I � o m a � a �a CD cr. t l o CCS O C' w co �� L— �' -n—J -------- a) a m Exist 01 AM Thu Feb 22, 2001 10:06:56 Page 2-1 BOONES PERRY i PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: 2001 EXISTING TRAFFIC, WEEKDAY AM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCH Operations Method (Base Volume Alternative) Intersection #1 Boones Ferry Rd 6 Pilkington Rd Cycle (sec): 100 Critical Vol./Cap. (X): 0.500 Loss Time (sec): 16 (Y+R s 4 sec) Average Delay (sea/veh): 22.9 Optimal Cycle 49 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I ---------------II--------------- II---------------II---------------I Control: Split Phase Split Phase Protected Protected Rights: Include Include include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 0 0 11 0 0 1 0 1 1 0 1 0 1 1 0 ------------ I---------------II---------------(I---------------II---------------I Volume Module: Base Vol: 131 0 249 0 0 0 0 526 71 100 495 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 131 0 249 0 0 0 0 526 71 100 495 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 146 0 277 0 0 0 0 584 79 111 550 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 146 0 277 0 0 0 0 584 79 111 550 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 146 0 277 0 0 0 0 584 79 111 550 0 ------------ I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 1.00 0.93 0.93 0.95 0.95 0.95 Lanes: 1.00 0.00 1.00 0.00 1.00 0.00 1.00 1.76 0.24 1.00 2.00 0.00 Final Sat.: 1805 0 1615 0 1900 0 1900 3123 422 1805 3610 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.00 0.17 0.00 0.00 0.00 0.00 0.19 0.19 0.06 0.15 0.00 Crit Moves: **** ##*# ###t Green/Cycle: 0.34 0.00 0.34 0.00 0.00 0.00 0.00 0.37 0.37 0.12 0.50 0.00 Volume/Cap: 0.24 0.00 0.50 0.00 0.00 0.00 0.00 0.50 0.50 0.50 0.31 0.00 Delay/Veh: 23.7 0.0 26.8 0.0 0.0 0.0 0.0 24.4 24.4 42.7 15.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 23.7 0.0 26.8 0.0 0.0 0.0 0.0 24.4 24.4 42.7 15.0 0.0 DesignQueue: 5 0 11 0 0 0 0 21 3 5 16 0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to CKARBONNEAU ENG -PORTLAND Exist 01 AM Thu Feb 22, 2001 10:06:56 Page 3-1 Booms FERRY i PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: 2001 EXISTING TRAFFIC, WEEKDAY AN PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCH 4 -Way Stop Method (Base Volume Alternative) Intersection #2 Jean Rd i Pilkington Rd Cycle (sea): 100 Critical Vol./Cap. (X): 0.484 Loss Time (sec): 0 (Y+R - 4 sec) Average Delay (sec/veh): 11.9 Optimal Cycle: 0 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- II---------------II---------------II---------------I Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 - Lanes : 0 0 it 0 0 0 0 11 0 0 1 0 0 1 0 1 0 1 0 1 ------------ I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 50 154 46 66 54 46 23 92 18 27 252 100 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 50 154 46 66 54 46 23 92 18 27 252 100 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 56 171 51 73 60 51 26 102 20 30 280 111 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 56 171 51 73 60 51 26 102 20 30 280 111 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLr Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 56 171 51 73 60 51 26 102 20 30 280 111 ------------ I---------------II---------------II---------------II---------------I Saturation Flow Module: Lanes: 0.20 0.62 0.18 0.40 0.32 0.28 1.00 0.84 0.16 1.00 1.00 1.00 Final Sat.: 123 376 112 232 190 162 489 447 88 S35 579 652 ------------I---------------II---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.46 0.46 0.46 0.32 0.32 0.32 0.05 0.23 0.23 0.06 0.48 0.17 Crit Moves: **** **** **** **** Delay/Veh: 12.8 12.8 12.8 11.1 11.1 11.1 9.9 10.6 10.6 9.6 13.8 9.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 12.8 12.8 12.8 11.1 11.1 11.1 9.9 10.6 10.6 9.6 13.8 9.0 LOS by Move: B B B B B B A B B A B A ApproachDel: 12.8 11.1 10.5 12.2 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 12.8 11.1 10.5 12.2 LOS by Appr: B 8 B B Traffix 7.1.0607 (a) 1999 Dowling Assoc. Licensed to CHARBOHNEAU ENG -PORTLAND • 0 0 0 Exist 01 AM Thu Feb 22, 2001 10:06:56 Page 4-1 BOONES FERRY i PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: 2001 EXISTING TRAFFIC, WEEKDAY AM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCH Unsignalized Method (Base Volume Alternative) Intersection #4 N site acces on Pilkington Rd Average Delay (sec/veh): 11.4 Worst Case Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------11---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 11 0 0 ------------I---------------II---------------II---------------II---------------1 Volume Module: Base Vol: 0 378 1 6 165 0 0 0 0 1 0 2 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bae: 0 318 1 6 165 0 0 0 0 1 0 2 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 420 1 7 183 0 0 0 0 1 0 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 420 1 7 183 0 0 0 0 1 0 2 ------------I---------------II---------------11---------------II---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowVpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx .3.3 ------------I---------------II---------------II---------------11---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 421 xxxx xxxxx xxxx xxxx xxxxx 617 xxxx 421 Potent Cap.: xxxx xxxx xxxxx 1149 xxxx xxxxx xxxx xxxx xxxxx 457 xxxx 637 Move Cap.: xxxx xxxx xxxxx 1149 xxxx xxxxx xxxx xxxx xxxxx 455 xxxx 637 ------------ I --------------- II ---------------II--------------- II ---------------I Level of Service Module: Stopped Del:xxxxx xxxx xxxxx 8.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A Movement: LT - LTA - RT LT - LTR - RT LT - LTA - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 562 xxxxx Shrd StpDel:xxxxx xxxx xxxxx 8.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 11.4 xxxxx Shared LOS: * * * A # # * * # * B ApproachDel: xxxxxx xxxxxx xxxxxx 11.4 ApproachLOS: * * * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENG -PORTLAND �.a r. Exist 01 AM Thu Feb 22, 2001 10:06:56 Page 5-1 BOONES FERRY 6 PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: 2001 EXISTING TRAFFIC, WEEKDAY AM PEAK HOUR Level Of Service Computation Report 1997 HCH Unsignalized Method (Base Volume Alternative) Intersection #5 S site access on Pilkington Rd Average Delay (sec/veh): 11.8 Worst Case Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I--------------- Il---------------II---------------II---------------t Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 11 0 0 ------------I---------------11---------------II---------------II---------------I Volume Module: Base Vol: 0 379 0 12 154 0 0 0 0 1 0 1 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Hae: 0 379 0 12 154 0 0. 0 0 1 0 1 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 421 0 13 171 0 0 0 0 1 0 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 421 0 13 171 0 0 0 0 1 0 1 ------------ I ---------------II--------------- II---------------II---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------ i---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 421 xxxx xxxxx xxxx xxxx xxxxx 619 xxxx 421 Potent Cap.: xxxx xxxx xxxxx 1149 xxxx xxxxx xxxx xxxx xxxxx 456 xxxx 637 Move Cap.: xxxx xxxx xxxxx 1149 xxxx xxxxx xxxx xxxx xxxxx 451 xxxx 637 ------------ I --------------- II ---------------II--------------- II ---------------I, Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 8.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 528 xxxxx Shrd StpDel:xxxxx xxxx xxxxx 8.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 11.8 xxxxx Shared LOS: * * * A * * * * * * B ApproachDel: xxxxxx xxxxxx xxxxxx 11.8 ApproachLOS: + + + B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENG -PORTLAND Exist 01 PM Thu Feb 22, 2001 10:08:42 Page 2-1 BOONES FERRY 6 PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: 2001 EXISTING TRAFFIC, WEEKDAY PM PEAK HOUR Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) Intersection (I1 Scones Ferry Rd a Pilkington Rd Cycle (sec): 100 Critical Vol./Cap. (X): 0.593 Loss Time (sec): 16 (Y+R - 4 sec) Average Delay (sec/veh): 20.1 Optimal Cyclei 57 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- II --------------- II---------------il---------------I Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 0 0 1! 0 0 1 0 1 1 0 1 0 1 1 0 ------------I---------------II---------------11---------------II---------------i Volume Module: Base Vol: 98 0 130 0 0 0 0 713 120 239 726 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Boo: 98 0 130 0 0 0 0 713 120 239 726 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 109 0 144 0 0 0 0 792 133 266 807 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 109 0 144 0 0 0 0 792 133 266 807 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 109 0 144 0 0 0 0 792 133 266 801 0 ------------I---------------II---------------ti---------------11---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 1.00 0.93 0.93 0.95 0.95 0.95 Lanes: 1.00 0.00 1.00 0.00 1.00 0.00 1.00 1.71 0.29 1.00 2.00 0.00 Final Sat.: 1805 0 1615 0 1900 0 1900 3023 508 1805 3610 0 ------------I---------------11---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.09 0.00 0.00 0.00 0.00 0.26 0.26 0.15 0.22 0.00 Crit Moves: **** **#* ***# Green/Cycle: 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.44 0.44 0.25 0.69 0.00 Volume/Cap: 0.40 0.00 0.59 0.00 0.00 0.00 0.00 0.59 0.59 0.59 0.32 0.00 Delay/Veh: 39.4 0.0 43.6 0.0 0.0 0.0 0.0 21.8 21.8 35.3 6.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.4 0.0 43.6 0.0 0.0 0.0 0.0 21.8 21.6 35.3 6.3 0.0 DesignQueue: 5 0 7 0 0 0 0 26 4 12 15 0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to CHARBONNFAU ENO -PORTLAND Exist 01 PM Thu Feb 22, 2001 10:08:42 Page 3-1 BOONES FERRY i PILKINGTON OFFICE COMPLEX CHARBOHNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: 2001 EXISTING TRAFFIC, WEEKDAY PM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 NCM 4 -Way Stop Method (Base Volume Alternative) Intersection #2 Jean Rd i Pilkington Rd Cycle (sec): 100 Critical Vol./Cap. (X): 0.925 Loss Time (sec): 0 (Y+R � 4 sec) Average Delay (sea/veh): 28.7 Optimal Cycle: 0 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------11---------------II---------------II---------------I Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 11 0 0 0 0 1! 0 0 1 0 0 1 0 1 0 1 0 1 ------------I---------------11---------------11---------------II---------------I Volume Module: Base Vol: 25 98 59 136 165 45 56 373 66 39 145 28 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 25 98 59 136 165 45 56 373 66 39 145 28 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 28 109 66 151 183 50 62 414 73 43 161 31 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 28 109 66 151 183 50 62 414 73 43 161 31 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 28 109 66 151 183 50 62 414 73 43 161 31 ------------ I---------------II---------------II---------------II---------------I Saturation Flow Module: Lanes: 0.14 0.54 0.32 0.39 0.48 0.13 1.00 0.85 0.15 1.00 1.00 1.00 Final Sat.: 65 255 154 202 245 67 482 448 79 422 448 491 ------------I---------------II---------------II---------------II---------------1 Capacity Analysis Module: Vol/Sat: 0.43 0.43 0.43 0.75 0.75 0.75 0.13 0.93 0.93 0.10 0.36 0.06 Crit Moves: #*#* ***# **** ***# Delay/Veh: 14.7 14.7 14.7 25.1 25.1 25.1 11.2 47.1 47.1 11.5 13.9 9.9 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 14.7 14.7 14.1 25.1 25.1 25.1 11.2 47.1 41.1 11.5 13.9 9.9 LOS by Move: B B B D D D B E E B B A ApproachDel: 14.7 25.1 43.1 13.0 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 14.7 25.1 43.1 13.0 LOS by Appr: B D 2 8 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENO -PORTLAND 0 0 0 Exist 01 PM Thu Feb 22, 2001 10:08:42 Page 4-1 BOONES FERRY t PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: 2001 EXISTING TRAFFIC, WEEKDAY PM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCH Unsignalized Method (Base Volume Alternative) Intersection #4 N site acces on Pilkington Rd ++++++++++++++++++tt##ttt###+####tt+t+tttt+ttt+tt++++#t+++++++++t+r++++t++++++++ Average Delay (neo/veh): 11.5 Worst Case Level Of Service: B +++++++++++t###tttttt#t#t+#t++##+#+###tt#tttttttt+++tt+++++++tt+++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lane&: 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 11 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 224 0 5 354 0 0 0 0 4 0 4 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bae: 0 224 0 5 354 0 0 0 0 4 0 4 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 249 0 6 393 0 0 0 0 4 0 4 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 249 0 6 393 0 0 0 0 4 0 4 ------------ I ---------------II--------------- II---------------II---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 PollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------ I ------------- il---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 249 xxxx xxxxx xxxx xxxx xxxxx 653 xxxx 249 Potent Cap.: xxxx xxxx xxxxx 1329 xxxx xxxxx xxxx xxxx xxxxx 435 xxxx 795 Move Cap.: xxxx xxxx xxxxx 1329 xxxx xxxxx xxxx xxxx xxxxx 434 xxxx 795 ------------ I---------------II---------------II--------------- II ---------------I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 7.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A Movement: LT - LTR - RT LT - LTR - RT IT - LTA - RT LT - LTA - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 561 xxxxx Shrd StpDel:xxxxx xxxx xxxxx 7.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 11.5 xxxxx Shared LOS: * * * A * * * * * * R ApproachDel: xxxxxx xxxxxx xxxxxx 11.5 ApproacbLOS: * * * B Traffix 7.1.0607 (e) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENG -PORTLAND Exist 01 PM Thu Feb 22, 2001 10:08:42 Page 5-1 BOONES FERRY i PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: 2001 EXISTING TRAFFIC, WEEKDAY PM PEAK HOUR -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCH Unsignalized Method (Base Volume Alternative) ##t#tt+##ttttt+#++a##tt#++t##+tt###+tt##+##tt#tt##t#tttt###+ttt#t#t##t+ttt+###t# Intersection #5 S site access on Pilkington Rd #t##tttt##t+t#t####t#+i+####+tt+#ttttt#t#tttttt#ttt#t+#+tttt+t#t#ttttttt#+ttt+t# Average Delay (sec/veh): 10.5 Worst Case Level Of Service: B tt#t##tt+#t#tt####t#++#tt#r##ttt+t+#ttt++#####tt#+#t#tt#+##t#tt#ttt##ttt#+#t###+ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 11 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 212 2 5 353 0 0 0 0 4 0 12 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Hoe: 0 212 2 5 353 0 0 0 0 4 0 12 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 236 2 6 392 0 0 0 0 4 0 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 236 2 6 392 0 0 0 0 4 0 13 ------------ I ---------------II--------------- II---------------II---------------I Critical Gap Module: Critical Gp:.xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 PollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------ I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 238 xxxx xxxxx xxxx xxxx xxxxx 640 xxxx 237 Potent Cap.: xxxx xxxx xxxxx 1341 xxxx xxxxx xxxx xxxx xxxxx 443 xxxx 807 Move Cap.: xxxx xxxx xxxxx 1341 xxxx xxxxx xxxx xxxx xxxxx 441 xxxx 807 ------------ I---------------II---------------II--------------- II ---------------I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 7.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A Movement: LT - LTR - RT LT - LTR - RT IT - LTR - RT LT - LTA - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 669 xxxxx Shrd StpDel:xxxxx xxxx xxxxx 7.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 10.5 xxxxx Shared LOS: * * # A * * * * * * B ApproachDel: xxxxxx xxxxxx xxxxxx 10.5 ApproachLOS: * t t B Traffix 1.1.0607 (o) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENG -PORTLAND Bkgrnd 02 AM Thu Feb 22, 2001 10:09:28 Page 2-1 BOONES FERRY S PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: BACKGROUND TRAFFIC AT BUILD -OUT (2002), WKDY AM PK HR -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCH Operations Method (Base Volume Alternative) tt#tt++t++*****+#t+****+#ttt++tttttttt+ttt*t++tttttttt*++ttttt*tt*##+#ttttt**tt+ Intersection Al scones Ferry Rd i Pilkington Rd tt#*t#tt+***+##t+*t*++tt**t##****+t+*tttttt++tttt+#tttttt++ttt++##tt#tttttt**#*t Cycle (sec): 100 Critical Vol./Cap. (X): 0.503 Loss Time (sec): 16 (Y+R - 4 sec) Average Delay (sec/veh): 22.8 Optimal Cycle: 49 Level Of Service: C t+#+****++tt#***ttt+*+t++*t*++#++tttt#+tt*++++t#ttttttt*t+t#tt***+t+t*t##+t+++tt Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------11---------------II---------------I Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 0 0 11 0 0 1 0 1 1 0 1 0 1 1 0 ------------ I --------------- II --------------- II---------------II---------------I Volume Module: Base Vol: 131 0 250 0 0 0 0 537. 69 98 505 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 131 0 250 0 0 0 0 537 69 98 505 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 .0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 146 0 278 0 0 0 0 597 77 109 561 0 Reduat Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 146 0 278 0 0 0 0 597 77 109 561 0 PCE Adj: 1.00 1.00 1.00 1.00 1..00 1.00 1.00 1.00 1.00 1.00 .1.00 1.00 MLP Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 146 0 278 0 0 0 0 597 77 109 561 0 ------------ I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 1.00 0.93 0.93 0.95 0.95 0.95 Lanes: 1.00 0.00 1.00 0.00 1.00 0.00 1.00 1.77 0.23 1.00 2.00 0.00 Final Sat.: 1805 0 1615 0 1900 0 1900 3143 405 1805 3610 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.00 0.17 0.00 0.00 0.00 0.00 0.19 0.19 0.06 0.16 0.00 Crit Moves: +tt+ ***t **+# Green/Cycle: 0.34 0.00 0.34 0.00 0.00 0.00 0.00 0.38 0.38 0.12 0.50 0.00 Volume/Cap: 0.24 0.00 0.50 0.00 0.00 0.00 0.00 0.50 0.50 0.50 0.31 0.00 Delay/Veh: 23.7 0.0 26.9 0.0 0.0 0.0 0.0 24.2 24.2 43.1 15.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 23.7 0.0 26.9 0.0 0.0 0.0 0.0 24.2 24.2 43.1 15.0 0.0 DesignQueue: 5 0 11 0 0 0 0 22 3 5 16 0 tttttttt+#**+*#+t+++t*++tt+t*t+++t*ttt++ttt+++tttt*t++#tt+tt***tt+tt*t*+++++++++ Traffix 7.1.0607 (a) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENG -PORTLAND Bkgrnd 02 AM Thu Feb 22, 2001 10:09:28 Page 3-1 BOONES FERRY i PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: BACKGROUND TRAFFIC AT BUILD -OUT (2002), WKDY AM PK HR Level Of Service Computation Report 1997 HCM 4 -Spay Stop Method (Base Volume Alternative) Intersection #2 Jean Rd i Pilkington Rd Cycle (sec): 100 Critical Vol./Cap. (X): 0.491 Loss Time (sec): 0 (Y+R - 4 sec) Average Delay (sec/veh): 12.0 Optimal Cycle: 0 Level Of Service: B +ttt**#tttt+t#tttttt*tt****+t*t*****+*++++++##ttt+******+####+**++t+*+**t***##+# Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L T - R L - T - R ------------I---------------II---------------11---------------II---------------I Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1) 0 0 0 0 11 0 0 1 0 0 1 0 1 0 1 0 1 ------------I---------------11---------------II---------------It---------------t Volume Module: Base Vol: 51 156 46 67 54 46 23 93 18 27 255 101 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 51 156 46 67 54 46 23 93 SB 27 255 101 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHS Volume: 57 173 51 74 60 51 26 103 20 30 283 112 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol:. 57 173 51 74 60 51 26 103 20 30 283 112 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 57 173 51 14 60 51 26 103 '20 30 283 112 ------------I---------------II---------------11---------------II---------------I Saturation Flow Module: Lanes: 0.20 0.62 0.18 0.40 0.32 0.28 1.00 0.84 0.16 1.00 1.00 1.00 Final Sat.: 123 375 110 233 189 160 487 446 87 534 571 649. ------------ I --------------- II--------------- il--------------- 11---------------I Capacity Analysis Module: Vol/Sat: 0.46 0.46 0.46 0.32 0.32 0.32 0.05 0.23 0.23 0.06 0.49 0.17 Crit Moves: **** **** #+#+ ++++ Delay/Veh: 12.9 12.9 12.9 11.2 11.2 11.2 9.9 10.7 10.7 9.6 14.0 9.1 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 12.9 12.9 12.9 11.2 11.2 11.2 9.9 10.7 10.7 9.6 14.0 9.1 LOS by Move: B 8 B B B B A B B A B A ApproachDel: 12.9 11.2 10.5 12.4 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 12.9 11.2 10.5 12.4 LOS by Appy. B B B B ***+**tt+tttt##+***t***ttt*ttttt+*****ttt******###+tt**++t##+t****+++++#+#*#**** Traffix 7.1.0607 (e) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENG -PORTLAND G� • • Bkgrnd 02 AM Thu Feb 22, 2001 10:09:28 Page 4-1 BOONES FERRY 5 PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: BACKGROUND TRAFFIC AT BUILD -OUT (2002), WKDY AM PK HR Level of Service Computation Report 1997 HCH Unsignalized Method (Base Volume Alternative) rar++ra+++rr+ear++ear+arrra+r++r+rrrr+rr+t+err++++rrrarrr++a++rr+rrr+rrararrar+a Intersection #4 N site acces on Pilkington Rd r+a++err+r++++r++ra+♦r+rarrrrrrr++rr++++rr+++++rr+r+a++r++r++arrarr++r+++rarrrr+ Average Delay (sec/veh): 0.0 Worst Case Level Of Service: A +rarr+aarrrrrrraarr+++r*rr+ra+rr+rr+r+++rr+++++r++r++ra+rrr++rr+rr+++rrrrr+r+r++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------11---------------)I---------------11---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 11 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 382 0 0 167 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 382 0 0 167 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 424 0 0 186 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 424 0 0 186 0 0 0 0 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxs xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxX PollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxsx xxxxx ------------ I---------------II---------------II---------------il---------------I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * * * * * a Movement: LT - LTA - RT LT - LTR - RT LT - LTR - RT LT - LTA - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 0 xxxxx x Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxlcx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * a r ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: * * r + Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENO -PORTLAND • • 1 Bkgrnd 02 AM Thu Feb 22, 2001 10:09:26 Page 5-1 BOONES FERRY L PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: BACKGROUND TRAFFIC AT BUILD -OUT (2002), WKDY AM PK HR Level Of Service Computation Report 1997 HCH Unsignalixed Method (Base Volume Alternative) ++++++++ra+rarrr++a++rararaaraaaarr+araar+arraaar++aa++++++++++++++++++++t++++++ Intersection N5 S site access on Pilkington Rd Average Delay (sec/veh): 11.9 Borst Case Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------)---------------11---------------11---------------11---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 11 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 383 0 12 155 0 0 0 0 1 0 1 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bae: 0 383 0 12 155 0 0 0 0 1 0 1 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 426 0 13 172 0 0 0 0 1 0 1 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 426 0 13 172 0 0 0 0 1 0 1 ------------ I ---------------II--------------- II---------------II---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------I---------------II---------------11---------------II---------------I' Capacity Module: Cnfliot Vol: xxxx xxxx xxxxx 426 xxxx xxxxx xxxx xxxx xxxxx 624 xxxx 426 Potent Cap.: xxxx xxxx xxxxx 1145 xxxx xxxxx xxxx xxxx xxxxx 452 xxxx 633 Move Cap.: xxxx xxxx xxxxx 1145 xxxx xxxxx xxxx xxxx xxxxx 448 xxxx 633 ------------I---------------11---------------11---------------11---------------I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 8.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Have: + + + A + + + + + + a + Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 525 xxxxx Shrd StpDel:xxxxx xxxx xxxxx 8.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 11.9 xxxxx Shared LOS: * * * A * * * * * + B ApproachDel: xxxxxx xxxxxx xxxxxx 11.9 ApproachLOS: * * * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENG -PORTLAND Bkgrnd 02 PM Thu Feb 22, 2001 10:10:08 Page 2-1 BOONES PERRY S PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: BACKGROUND TRAFFIC AT BUILD -OUT (2002), WKDY PH PK HR -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCH Operations Method (Base Volume Alternative) Intersection #1 Boones Ferry Rd i Pilkington Rd Cycle (sec): 100 Critical Vol./Cap. (X): 0.597 Loss Time (sec): 16 (Y+R - 4 sec) Average Delay (sea/veh): 19.9 Optimal Cycle: 57 Level Of Service: B **#****##+*#++*##+#*#+**+**###*#+++a#+#+##a**++#a##+#a###+#*aa##ta#+#*aa###+a#+a Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------11---------------If---------------I Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 0 0 11 0 0 1 0 1 1 0 1 0 1 1 0 ------------I---------------11---------------11---------------11---------------I Volume Module: Base Vol: 97 0 129 0 0 0 0 727 118 239 741 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 97 0 129 0 0 0 0 127 118 239 741 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHP Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.900.90 0.90 0.90 0.90 0.90 PHF Volume: 108 0 143 0 0 0 0 BOB 131 266 823 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 108 0 143 0 0 0 0 808 131 266 823 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 108 0 143 0 0 0 0 808 131 266 823 0 ------------ I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 1.00 0.93 0.93 0.95 0.95 0.95 Lanes: 1.00 0.00 1.00 0.00 1.00 0.00 1.00 1.12 0.28 1.00 2.00 0.00 Final Sat.: 1805 0 1615 0 1900 0 1900 3041 493 1805 3610 0 ------------I---------------II---------------II---------------11---------------1 Capacity Analysis Module: Vol/Sat: 0.06 0.00 0.09 0.00 0.00 0.00 0.00 0.27 0.27 0.15 0.23 0.00 Crit Moves: *#** ###* ##** Green/Cycle: 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.44 0.44 0.25 0.69 0.00 Volume/Cap: 0.40 0.00 0.60 0.00 0.00 0.00 0.00 0.60 0.60 0.60 0.33 0.00 Delay/Veh: 39.6 0.0 43.9 0.0 0.0 0.0 0.0 21.6 21.6 35.5 6.2 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.6 0.0 43.9 0.0 0.0 0.0 0.0 21.6 21.6 35.5 6.2 0.0 DesignQueue: 5 0 7 0 0 0 0 27 4 12 15 0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENO -PORTLAND Bkgrnd 02 PM Thu Feb 22, 2001 10:10:08 Page 3-1 BOONES FERRY i PILKINGTON OFFICE COMPLEX CHARBOHNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: BACKGROUND TRAFFIC AT BUILD -OUT (2002), WKDY PH PK NR Level Of Service Computation Report 1997 HCM 4 -Way Stop Method (Base Volume Alternative) intersection w2 Jean Rd i Pilkington Rd Cycle (sec): 100 Critical Vol./Cap. (X): 0.938 Loss Time (sec): 0 (Y+R - 4 sea) Average Delay (sea/veh): 29.7 Optimal Cycle: 0 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 1( --------------- II --------------- II ---------------I Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 11 0 0 0 0 l! 0 0 1 0 0 1 0 1 0 1 0 1 ------------ I --------------- II --------------- II---------------II---------------I Volume Module: Base Vol: 25 99 60 136 165 44 57 377 67 39 146 28 growth Ad3: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bae: 25 99 60 136 165 44 57 377 67 39 146 28 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 28 110 67 151 183 49 63 419 74 43 162 31 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 28 130 67 151 183 49 63 419 74 43 162 31 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00, Final Vol.: 28 110 67 151 183 49 63 419 74 43 162 31 ------------1---------------II---------------II---------------11---------------I Saturation Flow Module: Lanes: 0.13 0.54 0.33 0.39 0.48 0.13 1.00 0.85 0.15 1.00 1.00 1.00 Final Sat.: 65 255 155 203 246 66 481 441 79 421 447 490 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.43 0.43 0.43 0.75 0.75 0.15 0.13 0.94 0.94 0.10 0.36 0.06 Crit Moves: #*#* +**# **t# **** Delay/Veh: 14.8 14.8 14.8 25.4 25.4 25.4 11.2 49.7 49.7 11.6 14.1 10.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 14.8 14.8 14.8 25.4 25.4 25.4 11.2 49.7 49.7 11.6 14.1 10.0 LOS by Move: B B B D D D B E E B B A ApproachDel: 14.6 25.4 45.3 13.1 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 14.8 25.4 45.3 13.1 LOS by Appr: B D E B Traffix 7.1.0607 (a) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENG -PORTLAND • Bkgrnd 02 PM , Thu Feb 22, 2001 10:10:08 Page 4-1 BOONES FERRY 6 PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: BACKGROUND TRAFFIC AT BUILD -OUT (2002), W=Y PM PK HR Level Of Service Computation Report 1997 HCH Unsignalized Method (Base Volume Alternative) Intersection M4 N site acces on Pilkington Rd Average Delay (sec/veh): 0.0 Worst Case Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------(---------------11---------------II---------------11---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 11 0 0 ------------I---------------II---------------II--------------- II ---------------I Volume Module: Base Vol: 0 226 0 0 358 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sze: 0 226 0 0 358 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 251 0 0 398 0 0 0 0 0 0 0 Reduet Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 251 0 0 398 0 0 0 0 0 0 0 ------------ I --------------- II --------------- II --------------- II ---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------ I---------------II---------------II---------------II---------------I Level Of Service Module: Stopped Del: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT -LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 0 xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: * * # # Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENO -PORTLAND 0 is . Bkgrnd 02 PM Thu Feb 22, 2001 10:10:08 Page 5-1 + BOONES FERRY i PILKINGTON OFFICE COMPLEX CHARBONNGU ENGINEERING LLC, PROJECT O1 -OS SCENARIO: BACKGROUND TRAFFIC AT BUILD -OUT (2002), WKDY PM PK HR Level Of Service Computation Report 1991 HCM Unsignalized Method (Base Volume Alternative) Intersection /5 S site access on Pilkington Rd Average Delay (sec/veh): 10.5 Worst Case Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------1---------------II---------------II---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 11 0 0 ------------1---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 214 2 5 352 0 0 0 0 4 0 12 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 214 2 5 352 0 0 0 0 4 0 12 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 238 2 6 391 0 0 0 0 4 0 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 238 2 6 391 0 0 0 0 4 0 13 ------------I---------------II---------------11---------------II---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------ i---------------II--------=------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 240 xxxx xxxxx xxxx xxxxxxxxx 641 xxxx 239 Potent Cap.: xxxx xxxx xxxxx 1339 xxxx xxxxx xxxx xxxx xxxxx 442 xxxx 805 Move Cap.: xxxx xxxx xxxxx 1339 xxxx xxxxx xxxx xxxx xxxxx 441 xxxx 805 ------------I---------------II---------------II---------------11---------------I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 7.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: # # k A # # # * # # # Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT IT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 667 xxxxx Shrd StpDel:xxxxx xxxx xxxxx 7.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 10.5 xxxxx Shared LOS: * * * A * * * * * * B ApproaehDel: xxxxxx xxxxxx xxxxxx 10.5 ApproachLOS: * * * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENG -PORTLAND Total 02 AN historical use Thu Fab 22, 2001 10:10:48 Page 2-1 BOONES FERRY 4 PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: TOTAL TRAFFIC AT BUILD -OUT 102, WKDY AM PK HR, HISTORICAL USE -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) Intersection #1 scones Ferry Rd i Pilkington Rd Cycle (see): 100 Critical Vol./Cap. (X): 0.524 Loss Time (sec): 16 (Y+R d 4 sea) Average Delay (sea/veh): 23.3 Optimal Cycler 51 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T- R L T - R ------------ I --------------- II --------------- II---------------Ii---------------I Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 0 0 11 0 0 1 0 1 1 0 1 0 1 1 0 ------------ I --------------- II --------------- II---------------II---------------I Volume Module: Base Vol: 146 0 253 0 0 0 0 548 75 115 505 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: , 146 0 253 0 0 0 0 548 75 115 505 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 162 0 281 0 0 0 0 609 83 128 561 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 162 0 281 0 0 0 0 609 83 128 561 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 162 0 281 0 0 0 0 609 83 128 561 0 ------------ I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 1.00 0.93 0.93 0.95 0.95 0.95 Lanes: 1.00 0.00 1.00 0.00 1.00 0.00 1.00 1.76 0.24 1.00 2.00 0.00 Final Sat.: 1805 0 1615 0 1900 0 1900 3120 425 1805 3610 0 ------------I---------------II---------------II---------------II---------------1 Capacity Analysis Module: Vol/Sat: 0.09 0.00 0.11 0.00 0.00 0.00 0.00 0.20 0.20 0.07 0.16 0.00 Crit Moves: **** **** **** Green/Cycle: 0.33 0.00 0.33 0.00 0.00 0.00 0.00 0.37 0.37 0.14 0.51 0.00 Volume/Cap: 0.27 0.00 0.52 0.00 0.00 0.00 0.00 0.52 0.52 0.52 0.31 0.00 Delay/Veh: 24.7 0.0 28.0 0.0 0.0 0.0 0.0 24.8 24.8 42.3 14.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 24.7 0.0 28.0 0.0 0.0 0.0 0.0 24.8 24.8 42.3 14.4 0.0 DesignQueue: 6 0 31 0 0 0 0 22 3 6 16 0 Traffix 7.1.0607 (a) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENG -PORTLAND Total 02 AN historical use Thu Feb 22, 2001 10:10:48 Page 3-1 BOONES FERRY i PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: TOTAL TRAFFIC AT BUILD -OUT 102, WKDY AM PK HR, HISTORICAL USE ------------------------------------------------- Level Of Service Computation Report 1997 HCM 4 -Way Stop Method (Base Volume Alternative) Intersection #2 Jean Rd i Pilkington Rd Cycle (sec): 100 Critical Vol./Cap. (X): 0.492 Loss Time (sea): 0 (Y+R a 4 sec) Average Delay (sec/veh): 12.1 Optimal Cycle: 0 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- II --------------- II---------------II---------------I Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 11 0 0 0 0 11 0 0 1 0 0 1 0 1 0 1 0 1 ------------ I --------------- II --------------- II---------------II---------------I Volume Module: Base Vol: 51 157 46 68 55 47 24 93 18 27 255 103 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 51 157 46 68 55 47 24 93 18 27 255 103 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 57 174 51 16 61 52 27 103 20 30 283 114 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 57 174 51 76 61 52 27 103 20 30 283 114 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 57 174 51 76 61 52 27 103 20 30 283 114 ------------ I---------------II---------------II---------------II---------------I Saturation Flow Module: Lanes: 0.20 0.62 0.18 0.40 0.32 0.28 1.00 0.94 0.16 1.00 1.00 1.00 Final Sat.: 123 374 110 233 187 160 485 444 86 532 575 647 ------------1---------------II---------------II---------------II---------------I' Capacity Analysis Module: Vol/Sat: 0.46 0.46 0.46 0.33 0.33 0.33 0.06 0.23 0.23 0.06 0.49 0.18 Crit Moves: ++++ +#++ t+++ #+++ Delay/Veh: 13.0 13.0 13.0 11.3 11.3 11.3 10.0 10.7 10.1 9.6 14.0 9.1 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .1.00 1.00 1.00 1.00 AdjDel/Veh: 13.0 13.0 13.0 11.3 11.3 11.3 10.0 10.7 10.7 9.6 14.0 9.1 LOS by Move: B B B B B B A B B A B A ApproachDel: 13.0 11.3 10.6 12.4 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 13.0 11.3 10.6 12.4 LOS by Appr: B B 8 B Traffix 1.1.0607 (a) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENG -PORTLAND is 0 0 0 Total 02 AM historical use Thu Feb 22, 2001 10:10:48 Page 4-1 BOONES FERRY i PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: TOTAL TRAFFIC AT BUILD -OUT 102, WKDY AM PK HR, HISTORICAL USE Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) Intersection #4 N site acces on Pilkington Rd #####*+#*+t#++###*##++####+#*tt+*##*aaa++t##a#a+##+###*aa++a+a#########+aa•##### Average Delay (sec/veh): 11.1 Worst Case Level Of Service: B **#*##******#*#**##*****#*#####*#####t++*A#++++•a+R++##RRt####a+#a+a####aa tRt#kk Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 11 0 0 ------------I---------------1l--------------- It --------------- II ---------------I Volume Module: Base Vol: 0 390 2 10 182 0 0 0 0 1 0 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sze: 0 390 2 10 182 0 0 0 0 1 0 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 433 2 11 202 0 0 0 0 1 0 11 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 433 2 11 202 0 0 0 0 1 0 11 ------------ I --------------- II --------------- II---------------II---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------1---------------II---------------II---------------11---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 436 xxxx xxxxx xxxx xxxx xxxxx 659 xxxa 434 Potent Cap.: xxxx xxxx xxxxx 1135 xxxx xxxxx xxxx xxxx xxxxx 432 xxxx 626 Move Cap.: xxxx xxxx xxxxx 1135 xxxx xxxxx xxxx xxxx xxxxx 428 xxxx 626 ------------ I---------------II---------------II--------------- II ---------------I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 8.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A # + * * # # Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 601 xxxxx Shrd StpDel:xxxxx xxxx xxxxx 8.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 11.1 xxxxx Shared LOS: * * # A + + # * # + B # ApproachDel: xxxxxx xxxxxx xxxxxx 11.1 ApproachLOS: * * * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENO -PORTLAND mac+? Total 02 AM historical use Thu Feb 22, 2001 10:10:48 Page 5-1 BOONES FERRY 6 PILKINGTON OFFICE COMPLEX CHARBONNFJW ENGINEERING LLC, PROJECT 01-05 SCENARIO: TOTAL TRAFFIC AT BUILD -OUT '02, WKDY AM PK HR, HISTORICAL USE -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 NCM Unsignalized Method (Base Volume Alternative) ++++###+++++#####+#+#########arta##+#++####+#+###+######+##+##ta########ata###t# Intersection #5 S site access on Pilkington Rd aa++#+#++++aa*#+#+ta+a+t*a#+#+t#######ata####ta#sat#+###t#t#########t##tt#####tt Average Delay (sec/veh): 11.4 Worst Case Level Of Service: B ++#sass*a++aaa*+++**+*a*#ata+++++++*t#######a######a#+arta+##a*t#a#####*at##t+*t Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------11---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 it 0 0 ------------I---------------11---------------II---------------11---------------I Volume Module: Base Vol: 0 385 2 27 156 0 0 0 0 2 0 9 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 385 2 27 156 0 0 0 0 2 0 9 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 428 2 30 113 0 0 0 0 2 0 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 428 2 30 173 0 0 0 0 2 0 10 ------------ I ---------------II--------------- II---------------II---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------I---------------11---------------11---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 430 xxxx xxxxx xxxx xxxx xxxxx 662 xxxx 429 Potent Cap.: xxxx xxxx xxxxx 1140 xxxx xxxxx xxxx xxxx.xxxxx 430 xxxx 630 Move Cap.: xxxx xxxx xxxxx 1140 xxxx xxxxx xxxx xxxx xxxxx 421 xxxx 630 ------------ I ---------------II--------------- II---------------II---------------I. Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 8.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * + Movement: LT - LTA - RT LT - LTR - RT IT - LTA - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 578 xxxxx Shrd StpDel:xxxxx xxxx xxxxx 8.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 11.4 xxxxx Shared LOS: * * * A * * * * * * B ApproachDel: xxxxxx xxxxxx xxxxxx 11.4 ApproachLOS: * * * a Traffix 7.1.0607 (a) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENG -PORTLAND Total 02 AM historical use Thu Feb 22, 2001 10:10:48 Page 6-1 BOONES FERRY i PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01 -OS SCENARIO: TOTAL TRAFFIC AT BUILD -OUT '02, WKDY AM PK HR, HISTORICAL USE Level Of Service Computation Report 1997 HCH Unsignalized Method (Base Volume Alternative) #*t***+#**+*r+**tt**ttt#*t*#a*at+*t+*a#+*+r+***a#**t#+aAtta##aa#ar+++Aa****matt* Intersection #6 site access on Boones Ferry Rd (right-in/right-out only) Average Delay (sea/veh): 11.5 Worst Case Level Of Service: B #*#*t**tt*t***#*#*##***+*+*##*t##atA+f+#a##iif llAf as♦#Af a#t#Aft#tf t#anti la #t#r#+ Approach: North Bound South Bound East Bound West Bound Hovement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- II--------------- il--------------- II ---------------1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 0 0 0 0 0 1 1 0 0 0 2 0 0 ------------i---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 11 0 0 0 0 790 11 0 620 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 11 0 0 0 0 190 11 0 620 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 0 12 O 0 0 0 878 12 0 689 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 12 0 0 0 0 878 12 0 689 0 ------------I---------------II---------------11---------------II---------------I Critical Gap Module: Critical Gp:xxxxx xxxx 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------I---------------II---------------11---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx 445 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx 566 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx 566 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------ I---------------II---------------II--------------- (I ---------------( Level Of Service Module: Stopped Del:xxxxx xxxx 11.5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * B * • • * a # t # Movement: IT - LTR- RT IT - LTR - RT LT - LTR - RT IT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * • * * * a a t # ApproachDel: 11.5 xxxxxx xxxxxx xxxxxx ApproachLOS: B * * t Traffix 1.1.0607 (c) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENG -PORTLAND Total 02 PM historical use Thu Feb 22, 2001 10:11:22 Page 2-1 BOONES FERRY i PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: TOTAL TRAFFIC AT BUILD -OUT 102, WKDY PM PK HR, HISTORICAL USE -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) +#####+++r*#+*tam*tt**#tr*+++#+*t++****tt+tt****#**#tt++**##t++ttt*********t*++* Intersection #1 Boones Ferry Rd i Pilkington Rd Cycle (sec): 100 Critical Vol./Cap. (X): 0.612 Loss Time (see): 16 (Y+R - 4 sec) Average Delay (sea/veh): 20.5 Optimal Cycle: 58 Level Of Service: C #+##++r+rr*atftr#+###+##*#+#+**t*tt+**a**r#*+#t*++*tAtr+*#t++#t#t****+++++*t##*t Approach: Horth Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T. - R L - T - R ------------ I --------------- II --------------- II---------------II---------------I Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 0 0 11 0 0 1 0 1 1 0 1 0 1 1 0 ------------I---------------II---------------II---------------11---------------I Volume Module: Base Vol: 108 0 133 0 0 0 0 733 122 249 741 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 108 0 133 0 0 0 0 733 122 249 741 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 120 0 148 0 0 0 0 814 136 277 823 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 120 0 148 0 0 0 0 814 136 277 823 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 120 0 148 0 0 0 0 814 136 277 823 0 ------------ I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 1.00 0.93 0.93 0.95 0.95 0.95 Lanes: 1.00 0.00 1.00 0.00 1.00 0.00 1.00 1.71 0.29 1.00 2.00 0.00 Final Sat.: 1805 0 1615 0 1900 0 1900 3028 506 1805 3610 0 ------------ I ---------------II--------------- II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.00 0.09 0.00 0.00 0.00 0.00 0.27 0.27 0.15 0.23 0.00 Crit Moves: tttt #+++ r*t# Green/Cycle: 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.44 0.44 0.25 0.69 0.00 Volume/Cap: 0.44 0.00 0.61 0.00 0.00 0.00 0.00 0.61 0.61 0.61 0.33 0.00 Delay/Veh: 39.9 0.0 44.3 0.0 0.0 0.0 0.0 22.2 22.2 35.6 6.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.9 0.0 44.3 0.0 0.0 0.0 0.0 22.2 22.2 35.6 6.3 0.0 DesignQueue: 6 0 7 0 0 0 0 27 5 12 15 0 +++++r*+++#++t*t+*#*r#*#*+*++tt+tt*#tt**+*+t**++*att+*#t*+*t*t+ttt**t**tt**+*rtt Traffix 7.1.0607 (a) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENG -PORTLAND 0 0 0 Total 02 PM historical use Thu Feb 22, 2001 10:11:22 Page 3-1 BOONES FERRY i PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: TOTAL TRAFFIC AT BUILD -OUT 102, WKDY PM PK HR, HISTORICAL USE -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCH 4 -Way Stop Method (Base Volume Alternative) Intersection #2 Jean Rd i Pilkington Rd Cycle (sea): 100 Critical Vol./Cap. (X): 0.946 Loss Time (sec): 0 (Y+R m 4 sec) Average Delay (sec/veh): 30.9 Optimal Cycle: 0 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------11---------------II---------------I Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 11 0 0 0 0 11 0 0 1 0 0 1 0 1 0 1 0 1 ------------ I --------------- II --------------- II---------------II---------------i Volume Module: Base Vol: 25 103 60 139 169 46 60 377 61 39 146 29 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 25 103 60 139 169 46 60 317 67 39 146 29 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 28 114 67 154 188 51 67 419 74 43 162 32 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 28 114 67 154 168 51 67 419 74 43 162 32 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 28 114 67 154 188 51 67 419 74 43 162 32 ------------ I---------------II---------------II---------------il---------------I Saturation Flow Module: Lanes: 0.13 0.55 0.32 0.39 0.48 0.13 1.00 0.85 0.15 1.00 1.00 1.00 Final Sat.: 63 251 151 201 245 67 477 443 78 418 443 485 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.44 0.44 0.44 0.77 0.17 0.77 0.14 0.95 0.95 0.10 0.37 0.07 Crit Moves: **** **** **** •*** Delay/Veh: 15.2 15.2 15.2 27.1 27.1 21.1 11.4 51.8 51.8 11.1 14.2 10.1 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 15.2 15.2 15.2 27.1 27.1 27.1 11.4 51.8 51.8 11.1 14.2 10.1 LOS by Move: C C C D D D B F F B 8 8 ApproachDel: 15.2 27.1 47.0 13.2 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 15.2 27.1 47.0 13.2 LOS by Appr: C D E B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENO -PORTLAND Total 02 PM historical use Thu Feb 22, 2001 10:11:22 Page 4-1 BOONES FERRY i PILKINGTON OFFICE COMPLEX CKARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: TOTAL TRAFFIC AT BUILD -OUT '02, WKDY PM PK HR, HISTORICAL USE Level Of Service Computation Report 1997 HCH Unsignalized Method (Base Volume Alternative) Intersection A4 N site acces on Pilkington Rd Average Delay (sec/veh): 10.7 Worst Case Level Of Service: 8 Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 It 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 232 3 5 367 0 0 0 0 3 0 9 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 232 3 5 367 0 0 0 0 3 0 9 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 258 3 6 408 0 0 0 0 3 0 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 258 3 6 408 0 0 0 0 3 0 10 ------------ I ---------------II--------------- II---------------il---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------I---------------II---------------II---------------11---------------1 Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 261 xxxx xxxxx xxxx xxxx xxxxx 678 xxxx 259 Potent Cap.: xxxx xxxx xxxxx 1315 xxxx xxxxx xxxx xxxx xxxxx 421 xxxx 784 Move Cap.: xxxx xxxx xxxxx 1315 xxxx xxxxx xxxx xxxx xxxxx 419 xxxx 784 ------------I---------------II---------------II---------------II---------------1 Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 7.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A Movement: LT - LTR - RT LT - LTA - RT IT - LTR - RT LT - LTA - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 644 xxxxx Shrd StpDel:xxxxx xxxx xxxxx 7.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 10.7 xxxxx Shared LOS: * * * A * * * * * * B ApproachDel: xxxxxx xxxxxx xxxxxx 10.7 ApproachLOS: * * * B Traffix 7.1.0607 (e) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENG -PORTLAND Total 02 PM historical use Thu Feb 22, 2001 10:11:22 Page 5-1 BOONES FERRY 6 PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: TOTAL TRAFFIC AT BUILD -OUT '02,WKDY PH PK HR, HISTORICAL USE Level Of Service Computation Report 1997 HCH Unsignalized Method (Base Volume Alternative) Intersection #5 S site access on Pilkington Rd Average Delay (sea/veh): 11.3 Worst Case Level Of Service: B t+tt++ttat+a+a+#+++++++ta+++++++a++a#+++++a++aa+a++recce++a+++t++a++r+++++t+tta+ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 11 0 0 ------------i---------------II---------------11---------------II---------------I Volume Module: Base Vol: 0 217 7 14 357 0 0 0 0 10 0 18 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 -OG 1.00 Initial Bae: 0 217 7 14 351 0 0 0 0 10 0 18 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 241 6 16 397 0 0 0 0 11 0 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 241 a 16 391 0 0 0 0 11 0 20 ------------ I ---------------II--------------- II---------------II---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------ I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 249 xxxx xxxxx xxxx xxxx xxxxx 673 xxxx 245 Potent Cap.: xxxx xxxx xxxxx 1329 xxxx xxxxx xxxx xxxx xxxxx 424 xxxx 799 Move Cap.: xxxx xxxx xxxxx 1329 xxxx xxxxx xxxx xxxx xxxxx 420 xxxx 799 ------------ I---------------II---------------II--------------- II ---------------I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 7.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx IAS by Have: * * + A + + + + # + + + Movement: IT - LTR - RT IT LTR - RT LT - LTA - RT LT - LTR - RT Shared Cap:: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 604 xxxxx Shrd StpDel:xxxxx xxxx xxxxx 7.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 11.3 xxxxx Shared LOS: + + + A t + t t + + B t ApproachDel: xxxxxx xxxxxx xxxxxx 11.3 ApproachLOS: * # + B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENG -PORTLAND Total 02 PM historical use Thu Feb 22, 2001 10:11:22 Page 6-1 BOONZS FERRY 6 PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO:. TOTAL TRAFFIC AT BUILD -OUT '02, WKDY PH PK HR, HISTORICAL USE Level Of Service Computation Report 1997 HCH Unsignalized Method (Base Volume Alternative) ###++######t++#+#+##########+#########at++##+#+##eat+###+t######+####+########+# Intersection A6 site access on Boone& Ferry Rd (right-in/right-out only) ###+###+tt++tt+++++t++#t+tttt++att+attt++aa+attttt##+#+####+#+###+####+#++#+#### Average Delay (sea/veh): 11.8 Worst Case Level Of Service: B ##+#+####+###+++##+ata####t+++++##++#++t+++#+#+++++####+##+##atttt+#+##++##+#### Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 0 0 0 0 0 1 1 0 0 0 2 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 6 0 0 0 0 860 6 0 990 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 6 0 0 0 0 8'60 6 0 990 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 0 7 0 0 0 0 956 7 0 1100 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 7 0 0 0 0 956 7 0 1100 0 ------------I---------------11---------------II---------------II---------------I Critical Gap Module: Critical Op:xxxxx xxxx 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowWTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------I---------------11---------------II---------------11---------------I Capacity Module: Cnflict Vol: xxxx xxxx 481 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx 536 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx 536 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------ I --------------- 11 --------------- il--------------- II ---------------1 Level Of Service Module: Stopped Del: xxxxx xxxx 11.8 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * B Movement: IT - LTA - RT LT- LTA - RT LT- LTA - RT LT - LTA - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: 11.8 xxxxxx xxxxxx xxxxxx ApproaahLOS: B Traffix 7.1.0607 (a) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENG -PORTLAND • 0 0 0 Total 02 AM proposed use Thu Feb 22, 2001 10:11:55 Page 2-1 BOONES FERRY i PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: TOTAL TRAFFIC AT BUILD -OUT '02, WKDY AM PK HR, PROPOSED USE -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCH Operations Method (Base Volume Alternative) Intersection #1 Boones Ferry Rd t Pilkington Rd Cycle (sea): 100 Critical Vol./Cap. (X): 0.531 Loss Time (sec): 16 (Y+R - 4 sec) Average Delay (sea/veh): 23.4 Optimal Cycle: 51 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- II --------------- II---------------II---------------I Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 0 0 It 0 0 1 0 1 1 0 1 0 1 1 0 ------------I---------------11---------------11---------------II---------------I Volume Module: Base Vol: 135 0 250 0 0 0 0 554 77 123 505 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bae: 135 0 250 0 0 0 0 554 77 123 505 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 150 0 278 0 0 0 0 616 86 137 561 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 150 0 278 0 0 0 0 616 86 137 561 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 150 0 278 0 0 0 0 616 86 137 561 0 ------------1---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 1.00 0.93 0.93 0.95 0.95 0.95 Lanes: 1.00 0.00 1.00 0.00 1.00 0.00 1.00 1.75 0.25 1.00 2.00 0.00 Final Sat.: 1805 0 1615 0 1900 0 1900 3111 434 1805 3610 0 ------------ I --------------- 11--------------- II--------------- il---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.00 0.17 0.00 0.00 0.00 0.00 0.20 0.20 0.08 0.16 0.00 Crit Moves: •*** *##'- #*## Green/Cycle: 0.32 0.00 0.32 0.00 0.00 0.00 0.00 0.37 0.37 0.14 0.52 0.00 Volume/Cap: 0.26 0.00 0.53 0.00 0.00 0.00 0.00 0.53 0.53 0.53 0.30 0.00 Delay/Veh: 25.1 0.0 28.6 0.0 0.0 0.0 0.0 24.9 24.9 41.9 14.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 25.1 0.0 28.6 0.0 0.0 0.0 0.0 24.9 24.9 41.9 14.0 0.0 DesignQueue: 6 0 it 0 0 0 0 23 3 7 16 0 Traffix 7.1.0607 (a) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENG -PORTLAND 1.- s, Lv` C:> Total 02 AM proposed use Thu Feb 22, 2001 10:11:55 Page 3-1 BOWES FERRY i PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: TOTAL TRAFFIC AT BUILD -OUT 102, WKDY AM PK HR, PROPOSED USE -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM 4 -Way Stop Method (Base Volume Alternative) Intersection #2 Jean Rd i Pilkington Rd Cycle (sec): 100 Critical Vol./Cap. (X): 0.492 Loss Time (sea): 0 (Y+R - 4 sec) Average Delay (sea/veh): 12.1 Optimal Cycle: 0 Level Of Service: 8 Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------11---------------II---------------I Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 11 0 0 0 0 it 0 0 1 0 0 1 0 1 0 1 0 1 ------------I---------------11---------------II---------------II---------------I Volume Module: Base Vol: 51 157 46 68 54 46 24 93 18 27 255 104 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 51 157 46 68 54 46 24 93 18 27 255 104 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 57 174 51 76 60 51 27 103 20 30 283 116 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 57 174 51 76 60 51 27 103 20 30 293 116 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 57 174 51 76 60 51 27 103 20 30 283 116 ------------ I---------------II---------------II---------------II---------------I Saturation Flow Module: Lanes: 0.20 0.62 0.18 0.41 0.32 0.27 1.00 0.84 0.16 1.00 1.00 1.00 Final Sat.: 123 315 110 236 186 158 485 444 86 533 576 648 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.46 0.46 0.46 0.32 0.32 0.32 0.06 0.23 0.23 0.06 0.49 0.18 Crit Moves: **** ***+ *t#+ #*t+ Delay/Veh: 13.0 13.0 13.0 11.2 11.2 11.2 10.0 10.7 10.7 9.6 14.0 9.1 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 13.0 13.0 13.0 11.2 11.2 11.2 10.0 10.7 10.7 9.6 14.0 9.1 LOS by Move: B B B B B B A B B A B A ApproachDel: 13.0 11.2 10.6 12.4 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 13.0 11.2 10.6 12.4 LOS by Appr: B B B B Traffix 7.1.0607 (a) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENG -PORTLAND Total 02 AM proposed use Thu Feb 22, 2001 10:11:55 Page 4-1 BOONES FERRY i PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: TOTAL TRAFFIC AT BUILD -OUT '02, WKDY AM PK HR, PROPOSED USE Level Of Service Computation Report 1997 NCM Unsignalized Method (Base Volume Alternative) tt+tt+++ttttttt+t+tt++att+t+tttttt+tt+tt+ttttttttt+ttt++tttt+tttttttttttt+t+tt+t Intersection #4 N site acces on Pilkington Rd tt+++ttttttttt+t+tttttttt+ttt++ttttttttt++ttttttttttttttt+tttttttttttttttttttttt Average Delay (sec/veh): 10.7 Worst Case Level Of Service: B tt+tt+tttttttt+ttt+ttttttt+ttttt+t+ttt++tttttttttttttt+ttttt+tttttttttttttttt+tt Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------11---------------II---------------i Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 ------------ 1--------------- II--------------- il--------------- II ---------------I Volume Module: Base Vol: 0 384 2 11 189 0 0 0 0 0 0 2 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bae: 0 384 2 11 169 0 0 0 0 0 0 2 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHS Volume: 0 427 2 12 210 0 0 0 0 0 0 2 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 427 2 12 210 0 0 0 0 0 0 2 ------------ I---------------il---------------II--------------- II ---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 ------------ I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 429 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 428 Potent Cap.: xxxx xxxx xxxxx 1141 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 631 Move Cap.: xxxx xxxx xxxxx 1141 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 631 ------------ I---------------II---------------II---------------II---------------I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 8.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 10.7 LOS by Move: * * * A * * * * t t * B Movement: IT - LTR - RT IT - LTR - RT LT - LTA - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx 8.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * A * * t + t t * t ApproachDel: xxxxxx xxxxxx xxxxxx 10.7 ApproachLOS: * * * B Traffix 7.1.0607 (a) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENG -PORTLAND Total 02 AM proposed use Thu Feb 22, 2001 10:11:55 Page 5-1 BOONES FERRY 6 PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: TOTAL TRAFFIC AT BUILD -OUT '02, WKDY AM PK HR, PROPOSED USE Level Of Service Computation Report 1997 HCH Unsignalized Method (Base Volume Alternative) +++++t**t+tt+*+tt+++++tttttt+ttttttttttttttt+tttt++tt+++++++a+++++tt++++++++++++ Intersection #5 S site access on Pilkington Rd +++++++++++++++++ttttt#4tt+t+ttt tttttttttttttttt++++++++++++++++++++++tt++++++++ Average Delay (sec/veh): 12.0 Worst Case Level Of Service: B ++++tt++++++++++++++t++tttttttttttttttt+tt++t++tt+++++++++tt++++++++++++++++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 it 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 385 3 34 155 0 0 0 0 2 0 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 385 3 34 155 0 0 0 0 2 0 3 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 428 3 38 172 0 0 0 0 2 0 3 Reduat Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 428 3 38 172 0 0 0 0 2 0 3 ------------ I---------------II---------------II---------------II---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------I---------------II---------------II---------------II---------------1 Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 431 xxxx xxxxx xxxx xxxx xxxxx 677 xxxx 429 Potent Cap.: xxxx xxxx xxxxx 1139 xxxx xxxxx xxxx xxxx xxxxx 421 xxxx 630 Move Cap.: xxxx xxxx xxxxx 1139 xxxx xxxxx xxxx xxxx xxxxx 410 xxxx 630 ------------ I---------------II---------------II--------------- II ---------------I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 8.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A Movement: LT - LTR - RT IT - LTR - RT LT - LTA - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 519 xxxxx Shrd StpDel:xxxxx xxxx xxxxx 8.3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 12.0 xxxxx Shared LOS: * * * A * * * * * * B ApproachDel: xxxxxx xxxxxx xxxxxx 12.0 ApproachLOS: * * * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENG -PORTLAND Total 02 AM proposed use Thu Feb 22, 2001 10:11:55 Page 6-1 BOONES FERRY S PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: TOTAL TRAFFIC AT BUILD -OUT '02, WKDY AM PK HR, PROPOSED USE Level Of Service Computation Report 1997 HCH Unsignalized Method (Base Volume Alternative) Intersection #6 site access on Boones Ferry Rd (right-in/right-out only) #++++++++#++#t#+#**+##+###+**#+x##iaaxaaalaaa#aa#*xx#a+#*r####•+aai##*+a##a+#xa# Average Delay (sec/veh): 11.4 Worst Case Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------it---------------II---------------1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 0 0 0 0 0 1 1 0 0 0 2 0 0 ------------1---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 0 3 0 0 0 0 787 17 0 628 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 3 0 0 0 0 787 17 0 628 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 0 3 0 0 0 0 874 19 0 698 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 3 0 0 0 0 874 19 0 698 0 ------------I---------------II---------------11---------------II---------------I Critical Gap Module: Critical Gp:xxxxx xxxx 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx rollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I --------------- II---------------II---------------II---------------I Capacity Module: Cnfliat Vol: xxxx xxxx 447 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx 565 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx 565 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------ I --------------- II ---------------II--------------- II ---------------i Level of service Module: Stopped Del:xxxxx xxxx 11.4 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * B * * * a * + + * # movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTA - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * # * # * + # + ApproachDel: 11.4 xxxxxx xxxxxx xxxxxx ApproachLOS: B * # # Traffix 7.1.0607 (a) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENO -PORTLAND I; L Total 02 PM proposed use Thu Feb 22, 2001 10:12:31 Page 2-1 BOONES FERRY t PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: TOTAL TRAFFIC AT BUILD -OUT '02, WKDY PM PK HR, PROPOSED USE -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) Intersection #1 Boones Perry Rd i Pilkington Rd Cycle (sec): 100 Critical Vol./Cap. (X): 0.607 Loss Time (sec): 16 (Y+R t 4 see) Average Delay (seo/veh): 20.5 Optimal Cycle: 58 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------11---------------II---------------II---------------I Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Hin. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 0 0 11 0 0 1 0 1 1 0 1 0 1 1 0 ------------I---------------11---------------II---------------II---------------I Volume Module: Base Vol: 115 0 136 0 0 0 0 729 120 243 741 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 115 0 136 0 0 0 0 729 120 243 741 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHr Volume: 128 0 151 0 0 0 0 810 133 270 823 0 Reduat Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 128 0 151 0 0 0 0 810 133 270 823 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLr Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 128 0 151 0 0 0 0 810 133 270 823 0 ------------ I --------------- il--------------- 11--------------- il---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 1.00 0.93 0.93 0.95 0.95 0.95, Lanes: 1.00 0.00 1.00 0.00 1.00 0.00 1.00 1.72 0.28 1.00 2.00 0.00 Final Sat.: 1805 0 1615 0 1900 0 1900 3036 498 1805 3610 0 ------------I---------------II---------------11---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.00 0.09 0.00 0.00 0.00 0.00 0.27 0.27 0.15 0.23 0.00 Crit Moves: **** #*** #*** Green/Cycle: 0.15 0.00 0.15 0.00 0.00 0.00 0.00 0.44 0.44 0.25 0.69 0.00 Volume/Cap: 0.46 0.00 0.61 0.00 0.00 0.00 0.00 0.61 0.61 0.61 0.33 0.00 Delay/Veh: 39.7 0.0 43.7 0.0 0.0 0.0 0.0 22.1 22.1 35.8 6.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.7 0.0 43.7 0.0 0.0 0.0 0.0 22.1 22.1 35.8 6.5 0.0 DesigpQueue: 6 0 7 0 0 0 0 27 4 12 15 0 Traffix 7.1.0607 (a) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENG -PORTLAND Total 02 PM proposed use Thu Feb 22, 2001 10:12:31 Page 3-1 BOONES FERRY S PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: TOTAL TRAFFIC AT BUILD -OUT '02, WKDY PM PK HR, PROPOSED USE --------------------------------------------------------------------------------- Level Of Service Computation Report 1991 HCM 4 -Way Stop Method (Base Volume Alternative) +*a+t+r+#++tt*t#raa##at+t+ta+#ataa+aaa+arca+aaraa+aaaaa++aa##ra++at+++a+ar+tarda Intersection #2 Jean Rd 6 Pilkington Rd +t+t++tat####ta+aatattt+tttaa+aartarrtaaarttraaaaaararsaraa+a+taaa rt#aa+ra++tta+ Cycle (sec): 100 Critical Vol./Cap. (X): 0.948 Loss Time (sea): 0 (Y+R - 4 sec) Average Delay(sec/veh): 31.5 Optimal Cycle: 0 Level Of Service: D ##a+#t+++t#ttttaaatttttataatttattrrarararraaaaararaara rra+raa•raa++r+arrrrt#+rra Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- II --------------- il---------------II---------------I Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 11 0 0 0 0 11 0 0 1 0 0 1 0 1 0 1 0 1 ------------ I --------------- II---------------il---------------II---------------I Volume Module: Base Vol: 25 100 60 141 173 46 58 377 67 39 146 29 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Doe: 25 100 60 141 173 46 58 377 67 39 146 29 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 28 111 67 157 192 51 64 419 14 43 162 32 Deduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 28 111 67 157 192 51 64 419 74 43 162 32 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 28 111 67 157 192 51 64 419 74 43 162 32 ------------ I---------------II---------------II---------------II--------------- Saturation Flow --------------Saturation.Flow Module: Lanes: 0.14 0.54 0.32 0.39 0.48 0.13 1.00 0.85 0.15 1.00 1.00 1.00 Final Sat.: 64 253 153 201 246 65 476 442 78 417 442 484 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.44 0.44 0.44 0.78 0.78 0.78 0.13 0.95 0.95 0.10 0.31 0.07 Crit Moves: **** ttt# +a## tt+a Delay/Veh: 15.1 15.1 15.1 28.1 28.1 28.1 11.3 52.4 52.4 11.7 14.3 10.1 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 15.1 15.1 15.1 28.1 28.1 28.1 11.3 52.4 52.4 11.7 14.3 10.1 LOS by Move: C C C D D D B F F B B B ApproachDel: 15.1 28.1 47.7 13.3 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 15.1 28:1 47.7 13.3 LOS by Appr: C D E B ##art##a+#++++tt#ta+at+aaa++a#arta#t+#a##aaat+++tat+tt#+++#++#art#++++###t#++++a Traffix 7.1.0607 (a) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENG -PORTLAND Total 02 PM proposed use Thu Feb 22, 2001 10:12:31 Page 4-1 BOONES FERRY i PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: TOTAL TRAFFIC AT BUILD -OUT 102, WKDY PM PK HR, PROPOSED USE Level Of Service Computation Report 1991 HCH Unsignalized Method (Base Volume Alternative) ++++ta+aa+a++++ta#+#++a+a#++#+#at+a#++ta++++#a#a+###+##t+t#*+t++##+t++*#++++#### Intersection #4 N site acces on Pilkington Rd Average Delay (sec/veh): 10.7 Worst Case Level Of Service: B •ta++++rt+tt++ta+++aa++#++at++#tat++ta+++#a++t+#++++tat+t++++#++#a+++a+#t+++#a#a Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I--------------- II --------------- il--------------- II ---------------I Control: Uncontrolled Uncontrolled Step Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1( 0 0 ------------I--------------- II --------------- II --------------- II ---------------I Volume Module: Base Vol: 0 235 1 2 361 0 0 0 0 5 0 16 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Soo: 0 235 1 2 361 0 0 0 0 5 0 16 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 261 1 2 401 0 0 0 0 6 0 18 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 O 0 Final Vol.: 0 261 1 2 401 0 0 0 0 6 0 18 ------------ 1 --------------- II--------------- il--------------- II ---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------ I---------------II---------------II---------------II---------------) Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 262 xxxx xxxxx xxxx xxxx xxxxx 667 xxxx 262 Potent Cap.: xxxx xxxx xxxxx 1314 xxxx xxxxx xxxx xxxx xxxxx 427 xxxx 782 Move Cap.: xxxx xxxx xxxxx 1314 xxxx xxxxx xxxx xxxx xxxxx 426 xxxx 782 ------------I---------------II---------------II---------------II---------------1 Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 7.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * * * # Movement: LT - LTA - RT LT - LTR- RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 652 xxxxx Shrd StpDel:xxxxx xxxx xxxxx 7.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 10.7 xxxxx Shared LOS: * * * A * * * * * * B ApproachDel: xxxxxx xxxxxx axxxxx 10.7 ApproaahLOS: * * * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENG -PORTLAND • Total 02 PM proposed use Thu Feb 22, 2001 10:12:31 Page 5-1 BOONES FERRY 6 PILKINGTON OFFICE COMPLEX CHARSONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: TOTAL TRAFFIC AT BUILD -OUT '02, WKDY PM PK HR, PROPOSED USE -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCH Unsignalized Method (Base Volume Alternative) Intersection #5 S site access on Pilkington Rd Average Delay (sec/veh): 11.4 Worst Case Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ -------- -----11-------- I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1! 0 0 ------------i---------------II---------------II--------------- Volume Module: Base Vol: 0 215 4 8 357 0 0 0 0 14 0 21 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bae: 0 215 4 8 357 0 0 0 0 14 0 21 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHS Volume: 0 239 4 9 397 0 0 0 0 16 0 23 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 239 4 9 397 0 0 0 0 16 0 23 ------------I---------------II---------------11---------------II---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 £ollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------I---------------II---------------II--------------- Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 243 xxxx xxxxx xxxx xxxx xxxxx 656 xxxx 241 Potent Cap.: xxxx xxxx xxxxx 1335 xxxx xxxxx xxxx xxxx xxxxx 434 xxxx 803 Move Cap.: xxxx xxxx xxxxx 1335 xxxx xxxxx xxxx xxxx xxxxx 431 xxxx 603 ------------ I ---------------II--------------- il---------------II---------------I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 7.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A • * * * # # Movement: LT - LTR - RT LT - LTR - AT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 597 xxxxx Shrd StpDel:xxxxx xxxx xxxxx 7.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 11.4 xxxxx Shared LOS: * * * A * + * * * # B APProachDel: xxxxxx xxxxxx xxxxxx 11.4 ApproachLOS: * + * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to CHARBOHNEAU ENG -PORTLAND L •: G= 0 • ITotal 02 PH proposed use Thu Feb 22, 2001 10:12:31 Page 6-1 BOONES FERRY i PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: TOTAL TRAFFIC AT BUILD -OUT 102, WKDY PM PK HR, PROPOSED USE -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) Intersection #6 site access on Scones Ferry Rd (right-in/right-out only) Average Delay (sea/veh): 11.8 Worst Case Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - A ------------I---------------II---------- Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 0 0 0 0 0 1 1 0 0 0 2 0 0 ------------I---------------II--------------- Volume Module: Base Vol: 0 0 10 0 0 0 0 863 2 0 983 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 10 0 0 0 0 863 2 0 983 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHS Volume: 0 0 11 0 0 0 0 959 2 0 1092 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 11 0 0 0 0 959 2 0 1092 0 ------------I---------------II--------------- Critical Gap Module: Critical Gp:xxxxx xxxx 6.9 xxxxx xxxx xxxxx xxxxx Xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------I---------------II--------------- Capacity Module: Cnflict Vol: xxxx xxxx 481 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx 531 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx 537 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------i---------------II--------------- Level Of Service Module: Stopped Del:xxxxx xxxx 11.8 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: + * B * # * * * } + * + Movement: LT - LTA - RT LT - LTA - AT LT - LTR - RT LT - LTA - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * } # } * * * } # + + # ApproachDel: 11.8 xxxxxx xxxxxx xxxxxx ApproachLOS: B # Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to CHARBONNEAU LNG -PORTLAND Base 2016 PM Thu Feb 22, 2001 10:13:27 Page 2-1 BOONES FERRY i PILKINGTON OFFICE COMPLEX CHARSONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: BASE TRAFFIC 2016, WKDY PH PK HR -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCH Operations Method (Base Volume Alternative) Intersection /1 Boones Ferry Rd i Pilkington Rd #*#*#*###4a**#*##*****#4***4*#*a4*###4*#4*#**##44##44##44*###4+44*4*#+##*4***### Cycle (sec): 100 Critical Vol./Cap. (X): 0.734 Loss Time (see): 16 (Y+R - 4 sec) Average Delay (sec/veh): 21.4 Optimal Cycle: 74 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- II --------------- 11 --------------- II ---------------i Control: Split Phase Split Phase Protected Protected Rights: Include include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 0 0 11 0 0 1 0 1 1 0 1 0 1 1 0 ------------i---------------11---------------11---------------II---------------I Volume Module: Base Vol: 111 0 149 0 0 0 0 960 136 215 977 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 111 0 149 0 0 0 0 960 136 275 977 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHFVolume: 123 0 166 0 0 0 0 1067 151 306 1086 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 123 0 166 0 0 0 0 1067 151 306 1086 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 123 0 166 0 0 0 0 1067 151 306 1086 0 ------------ I --------------- il--------------- 11--------------- II ---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 1.00 0.93 0.93 0.95 0.95 0.95 Lanes: 1.00 0.00 1.0o 0.00 1.00 0.00 1.00 1.75 0.25 1.00 2.00 0.00 Final Sat.: 1805 0 1615 0 1900 0 1900 3102 439 1805 3610 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.07 0.00 0.10 0.00 0.00 0.00 0.00 0.34 0.34 0.11 0.30 0.00 Crit Moves: ++*+ +#44 +*#4 Green/Cycle: 0.14 0.00 0.14 0.00 0.00 0.00 0.00 0.47 0.47 0.23 0.70 0.00 Volume/Cap: 0.49 0.00 0.73 0.00 0.00 0.00 0.00 0.73 0.73 0.73 0.43 0.00 Delay/Veh: 41.1 0.0 52.9 0.0 0.0 0.0 0.0 23.2 23.2 42.2 6.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.1 0.0 52.9 0.0 0.0 0.0 0.0 23.2 23.2 42.2 6.6 0.0 DesignQueue: 6 0 8 0 0 0 0 34 5 14 20 0 Traffix 7.1.0607 (a) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENO -PORTLAND Base 2016 PM Thu Feb 22, 2001 10:13:27 Page 3-1 BOONES FERRY 6 PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING! LLC, PROJECT 01-05 SCENARIO: BASE TRAFFIC 2016, HWY PM PK HR -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) *****##**##+4****4a****#*####**#**#44t44a#4*#****+*+#4####****######4###*+4*t#+* Intersection /3 Jean Rd i Pilkington Rd (signal) Cycle (sec): 100 Critical Vol./Cap. (X): 0.646 Loss Time (sec): 16 (Y+R e 4 sec) Average Delay (sea/veh): 31.3 Optimal Cycle: 62 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L T - R ------------I---------------11---------------11--- ---------II---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 ------------1---------------II---------------II---------------II---------------I Volume Module: Base Vol: 29 114 68 157 109 51 65 433 77 45 168 33 Growth Adj: 1.00 1.00 1.00 1.00 1.0o l.00 1.0o 1.00 1.00 1.00 1.00 1.00 Initial Bse: 29 114 68 157 189 51 65 433 77 45 168 33 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 32 127 76 174 210 57 72 481 86 50 187 37 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 32 127 76 174 210 57 72 481 86 50 187 37 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 32 127 76 174 210 57 72 481 86 50 187 31 ------------ I---------------II---------------II---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.94 0.94 0.95 0.97 0.97 0.95 0.98 0.98 0.95 1.00 0.85 Lanes: 1.00 0.63 0.37 1.00 0.79 0.21 1.00 0.85 0.15 1.00 1.00 1.00 Final Sat.: 1805 1122 671 1805 1447 393 1805 1515 282 1805 1900 1615 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.11 0.11 0.10 0.15 0.15 0.04 0.31 0.31 0.03 0.10 0.02 Crit Moves: as+# 4++* *4*4 ##4+ Green/Cycle: 0.04 0.18 0.18 0.15 0.29 0.29 0.15 0.47 0.47 0.04 0.37 0.37 Volume/Cap: 0.50 0.65 0.65 0.65 0.50 0.50 0.27 0.65 0.65 0.65 0.27 0.06 Delay/Veh: 53.6 43.0 43.0 45.4 30.3 30.3 38.3 21.7 21.7 64.5 22.4 20.6 User DelAdj: 1.00 1.00 1.00 1.00 1.0o 1.00 1.00 1.00 1.0o 1.00 1.00 1.00 AdjDel/Neh: 53.6 43.0 43.0 45.4 30.3 30.3 38.3 21.7 21.7 64.5 22.4 20.6 DesignQueue: 2 6 4 8 9 2 3 15 3 3 7 1 4#aa+a*#*4+*#+##+a*#++##*#4##*####*+##++*14444##4###+#*++##*+##**###+###+*444*## Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENO -PORTLAND 0 0 0 Base 2016 PM Thu Feb 22, 2001 10:13:27 Page 4-1 BOONES FERRY i PILKINGTON OFFICE COMPLEX CKARBONNZAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: BASE TRAFFIC 2016, WKDY PM PK HR -------------------------------------------------------------------------------- Level Of Service Computation Report 1991 HC4 Unsignalized Method (Base Volume Alternative) Intersection #4 N site acces on Pilkington Rd Average Delay (sec/veh): 0.0 Worst Case Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- 11--------------- il--------------- 11---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 11 0 0 ------------ I--------------- II--------------- II--------------- il---------------I Volume Module: Base Vol: 0 260 0 0 411 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bae: 0 260 0 0 411 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHP Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 289 0 0 457 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 289 0 0 457 0 0 0 0 0 0 0 ------------I---------------II---------------11---------------II---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I --------------- II--------------- II--------------- tl---------------1 Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------ I---------------II---------------II---------------II---------------I Level Of Service Module: Stopped Del: xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * # * # # # # # # Movement: IT - LTR - RT LT - LTA - RT IT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 0 xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * # # * * # * # # # ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: * # # # Traffix 7.1.0607 (o) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENG -PORTLAND Base 2016 PM Thu Feb 22, 2001 10:13:27 Page 5-1 BOONES FERRY S PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: BASE TRAFFIC 2016, WKDY PH PK HR -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCH Unsignalized Method (Base Volume Alternative) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Intersection #5 S site access on Pilkington Rd Average Delay (sec/veh): 11.2 Worst Case Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T R L - T - R L - T - R L - T - R ------------i---------------II---------------it--------------- II ---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 11 0 0 ------------i---------------II---------------II---------------II---------------1 Volume Module: Base Vol: 0 246 2 6 405 0 0 0 0 5 0 13 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 246 2 6 405 0 0 0 0 5 0 13 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90.0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 273 2 7 450 0 0 0 0 6 0 14 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 273 2 7 450 0 0 0 0 6 0 14 ------------ I---------------II---------------II---------------II---------------i Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------I---------------II---------------II---------------11---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 276 xxxx xxxxx xxxx xxxx xxxxx 738 xxxx 274 Potent Cap.: xxxx xxxx xxxxx 1299 xxxx xxxxx xxxx xxxx xxxxx 368 xxxx 769 Move Cap.: xxxx xxxx xxxxx 1299 xxxx xxxxx xxxx xxxx xxxxx 387 xxxx 769 ------------ I---------------II---------------II--------------- II ---------------I Level Of Service Module: Stepped Del:xxxxx xxxx xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx xxxnc xxxx xxxxx LOS by Move: * * * A * * * * • * * + Movement: LT - LTR - RT LT - LTR - RT IT - LTA - RT IT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 603 xxxxx Shrd StpDel:xxxxx xxxx xxxxx 7.8 xxxx xxxxx xxxxx xxxz xxxxx xxxxx 11.2 xxxxx Shared LOS: * * * A * * * * * * B ApproachDel: xxxxxx xxxxxx xxxxxx 11.2 ApproachLOS: * * * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to CKARBONNEAU ENG -PORTLAND Total 2016 PH historical usThu Feb 22, 2001 10:16:05 Page 2-1 Booms FERRY i PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: TOTAL TRAFFIC 2016, WKDY PH PK HR, HISTORICAL USE -------------------------------------------------------------------------------- Level Of Service Computation Report 1991 HCH Operations Method (Base Volume Alternative) a+x++tx+tttt+x+tt+txttx+t++t+axtxaxx+xx+art++aaxxtt•+x+x++t++xx++txx+tttx+ax+tx+ Intersection Al Boones Ferry Rd i Pilkington Rd xtax+++txx+xtx++tttxaatxtttxttxttx+xx+tx++ttxx+ttxx+tx+txx�+txx++xtt+xx++txxxttt Cycle (sea): 100 Critical Vol./Cap. (X): 0.748 Loss Time (sec): 16 (Y+R a 4 sec) Average Delay (sec/veh): 22.1 Optimal Cycle: 76 Level Of Service: C +++txx++at+++tt++tttxx+tx+ttx++++txtxrr+ttx+txxx++x+++xa++txxx+xtt+x+tttxx++ttxx Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------11---------------11---------------11---------------I Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 0 0 11 0 0 1 0 1 1 0 1 0 1 1 0 ------------ I ---------------II--------------- II---------------II---------------I Volume Module: Base Vol: 122 0 153 0 0 0 0 966 140 285 977 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 122 0 153 0 0 0 0 966 140 285 977 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 136 0 170 0 0 0 0 1073 156 317 1066 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 136 0 170 0 0 0 0 1073 156 317 1086 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 136 0 470 0 0 0 0 1073 156 317 1086 0 ------------I---------------II---------------11---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.65 1.00 1.00 1.00 1.00 0.93 0.93 0.95 0.95 0.95 Lanes: 1.00 0.00 1.00 0.00 1.00 0.00 1.00 1.75 0.25 1.00 2.00 0.00 Final Sat.: 1805 0 1615 0 1900 0 1900 3092 450 1805 3610 0 ------------ I---------------II---------------II---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.00 0.11 0.00 0.00 0.00 0.00 0.35 0.35 0.18 0.30 0.00 Crit Moves: **** xx** +ttx Green/Cycle: 0.14 0.00. 0.14 0.00 0.00 O.OD 0.00 0.46 0.46 0.23 0.70 0.00 Volume/Cap: 0.54 0.00 0.75 0.00 0.00 0.00 0.00 0.75 0.75 0.75 0.43 0.00 Delay/Veh: 42.1 0.0 54.0 0.0 0.0 0.0 0.0 23.9 23.9 42.7 6.6 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.1 0.0 54.0 0.0 0.0 0.0 0.0 23.9 23.9 42.7 6.6 0.0 DesignQueue: 7 0 8 0 0 0 0 35 5 14 20 0 t++++tt+**tttxttt+at+xttt+ttattxtx+x++taxxx+xxx++to+xxx+++txx++t+++tx+++tx++++*x Traffix 1.1.0601 (c) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENO -PORTLAND Total 2016 PM historical usThu Feb 22, 2001 10:16:05 Page 3-1 BOONES FERRY& PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: TOTAL TRAFFIC 2016, WKDY PH PK HR, HISTORICAL USE -------------------------------------------------------------------------------- Level Of Service Computation Report 1991 HCH Operations Method (Base Volume Alternative) ++txa++x++attar++t+ttttt+x++tttxtt+++tt*xxttt+ttx++tt+xa+t++++++xtxtxt+xtx++++t+ Intersection /3 Jean Rd t Pilkington Rd (signal) ttttttat+++*t++a+ttttxt+t+tttaxtt+ttttttattttt++tttaattt+++ar+xatt**xt+tx+++ttxt Cycle (sec): 100 Critical Vol./Cap. (X): 0.651 Loss Time (sea): 16 (Y+R - 4 sea) Average Delay (sea/veh): 31.5 Optimal Cycle: 63 Level Of Service: C +x+xtx+ax++x+++tttt+txxx+tttttt+t+tttxxxtt++tttx+++++x++*t++a+t++++tt++xtt++++++ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- II---------------II---------------II---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 ------------ I --------------- II---------------II---------------II---------------I Volume Module: Base Vol: 29 118 68 160 193 53 68 433 77 45 168 34 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 29 118 68 160 193 53 68 433 77 45 168 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 32 131 76 178 214 59 76 481 86 50 187 38 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 32 131 76 178 214 59 76 481 86 50 187 38 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 32 131 76 178 214 59 76 481 86 50 187 38 ------------I---------------II---------------11---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.95 0.95 0.97 0.97 0.95 0.98 0.98 0.95 1.00 0.85 Lanes: 1.00 0.63 0.37 1.00 0.78 0.22 1.00 0.85 0.15 1.00 1.00 1.00' Final Sat.: 1805 1136 659 1805 1442 397 1805 1575 282 1805 1900 1615 ------------ I---------------II---------------ii---------------II---------------I Capacity Analysis Module: Vol/Sat: 0.02 0.12 0.12 0.10 0.15 0.15 0.04 0.31 0.31 0.03 0.10 0.02 Crit Moves: ***+ t++a **+* xa+a Green/Cycle: 0.04 0.18 0.18 0.15 0.29 0.29 0.15 0.47 0.47 0.04 0.36 0.36 Volume/Cap: 0.51 0.65 0.65 0.65 0.51 0.51 0.27 0.65 0.65 0.65 0.27 0.07 Delay/Veh: 53.9 43.0 43.0 45.4 30.1 30.1 38.0 22.1 22.1 65.3 23.1 21.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 53.9 43.0 43.0 45.4 30.1 30.1 38.0 22.1 22.1 65.3 23.1 21.1 DesignQueue: 2 6 4 9 9 2 4 16 3 3 7 1 +x+++xttxtt+xxaxxxxa+t+t+t:txtx+++t***xxxtttttx+xttt+++++++ttttx++t+a+tt+++txtxt Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENO -PORTLAND 0 0 0 Total 2016 PM historical usThu Feb 22, 2001 10:16:05 Page 4-1 BOOHES FERRY S PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: TOTAL TRAFFIC 2016, WKDY PM PK HR, HISTORICAL USE Level Of Service Computation Report 1997 HCH Unsignalized Method (Base Volume Alternative) Intersection #4 N site acaes on Pilkington Rd Average Delay (sea/veh): 11.2 Worst Case Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 11 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 266 3 5 420 0 0 0 0 3 0 9 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 266 3 5 420 0 0 0 0 3 0 9 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 296 3 6 467 0 0 0 0 3 0 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 296 3 6 467 0 0 0 0 3 0 10 ------------ I---------------II---------------II---------------II---------------I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------I---------------II---------------II---------------II---------------1 Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 299 xxxx xxxxx xxxx xxxx xxxxx 775 xxxx 297 Potent Cap.: xxxx xxxx xxxxx 1274 xxxx xxxxx xxxx xxxx xxxxx 369 xxxx 747 Move Cap.: xxxx xxxx xxxxx 1274 xxxx xxxxx xxxx xxxx xxxxx 368 xxxx 747 ------------I---------------II---------------II---------------11---------------I Level of Service Module: Stopped Del:xxxxx xxxx xxxxx 7.8 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * # A + * * * * # Movement: IT - LTR - RT LT - LTR - RT LT - LTA - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 594 xxxxx Shrd StpDel:sxxxx xxxx xxxxx 7.8 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 11.2 xxxxx Shared LOS: * * * A * * * * * * B ApproachDel: xxxxxx xxxxxx xxxxxx 11.2 ApproachLOS: * * * B Traffix 7.1.0607 (a) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENG -PORTLAND 1--" Total 2016 PM historical usThu Feb 22, 2001 10:16:05 Page 5-1 BOONES FERRY i PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: TOTAL TRAFFIC 2016, WKDY PM PK HR, HISTORICAL USE -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCH Unsignalized Method (Base Volume Alternative) Intersection #5 S site access on Pilkington Rd Average Delay (sec/veh): 12.0 Worst Case Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------11---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 11 0 0 ------------I---------------II---------------II---------------11---------------I Volume Module: Base Vol: 0 249 1 15 409 0 0 0 0 it 0 19 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 249 7 15 408 0 0 0 0 11 0 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 277 8 17 453 0 0 0 0 12 0 21 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 277 8 17 453 0 0 0 0 12 0 21 ------------I---------------11---------------II---------------II---------------I Critical Gap Module: Critical Op:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxzxx xxxx xxxxx 3.5 xxxx 3.3 ------------ I---------------II----------------il---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 284 xxxx xxxxx xxxx xxxx xxxxx 767 xxxx 281 Potent Cap.: xxxx xxxx xxxxx 1289 xxxx xxxxx xxxx xxxx xxxxx 373 xxxx 763 Move Cap.: xxxx xxxx xxxxx 1269 xxxx xxxxx xxxx xxxx xxxxx 369 xxxx 163 ------------ I --------------- II --------------- II--------------- 11---------------1. Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 7.8 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A Movement: IT - LTR - RT LT - LTR - RT LT - LTR - RT IT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 549 xxxxx Shrd StpDel:xxxxx xxxx xxxxx 7.8 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 12.0 xxxxx Shared LOS: + + + A + + + + + + B + ApproachDel: xxxxxx xxxxxx xxxxxx 12.0 ApproachLOS: * * * B Traffix 7.1.0607 (a) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENG -PORTLAND Total 2016 PM historical usThu Feb 22, 2001 10:16:05 -------------- Page 6-1 BOONES FERRY a PILKINGTON OFFICE COMPLEX. CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: TOTAL TRAFFIC 2016, WKDY PM PK HR, HISTORICAL USE ---------- -------------------------- Level Of Service Computation Report 1991 HCH Unsignalixed Method (Base Volume Alternative) intersection #6 site access on Boones Ferry Rd (right-in/right-out only) #*#*###***####*+****#**t#*+****#+*+*#+t#*******#****+**##******##*+*****#***+##* Average Delay (sea/veh)! 13.4 Worst Case Level Of Service: B Approach: North Bound South TBound R L EastBoundL WestBound Movement: L - T - R L - --II---------------II---------------II---------------I Control -) Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 0 0 0 0 0 1 1 0 0 0 2 0---I II---------------II---------------II------------ Volume Module:0 0 0 0 1113 6 0 1262 0 Base Vol: 0 0 6 Growth Ad3: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.06 1.00 1.00 1.00 Initial Bse: 0 0 6 0 0 0 0 1113 6 0 1262 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 0 1 0 0 0 0 1237 7 0 1402 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 7 0 0 0 0 1237 7 0 1402 01 ------II---------------II---------------11--------------- Critical Gap Module: xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx 6.9 xxxxx xxxx FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx-xxxxxl ----11---------------II-----------11-------- Capacity Module: Cnfliat Vol: xxxx xxxx 622 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.. xxxx xxxx 435 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx 435xxxx xxxx xxxxx xxxx xxxx- xxxxx 11 xxxx-xxxxl --------------- -----11---------------II----- --x--II-x-------- x Level Of Service Module: x xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Stopped Del:xxxxx xxxx 13.4 xxxxx xxx LOS by Move: * # B * * * * * # * # # Movement: LT - LTR - RT LT - LTA - RT LT - LTR - RT LT - LTA - RT x xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxX Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx hrd StpDel:xxxxx xxxx xxxxx xxxxx xxx Shared LOS: * * # xxxxxx xxxxxx xxxxxx AppzoachDel: 13.4 * # ApproachLOS: B Traffix 7.1.0607 (a) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENG -PORTLAND 0G Total 2016 PM proposed use Thu Feb 22, 2001 10:16:34 Page 2-1 BOONES FERRY a PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: TOTAL TRAFFIC 2016, WFWY PM PK HR, PROPOSED USE Level Of Service Computation Report 1997 HCH Operations Method (Base Volume Alternative) Intersection #1 Boones Ferry Rd a Pilkington Rd Cycle (sec): 100 Critical Vol./Cap. (X1: 0.742 Loss Time (sec): 16 (YtR - 4 sec) Average Delay (sea/veh): 22•c Optimal Cycle: 75 Level Of Service: Approach: North Bound South Bound Zest Bound West Bound R Movement: L - T - R L - T - R L - T - R L T ------------I---------------II--------------- II --------------- II --------------- I Control: Split Phase Split Phase Protected Protected Rights: Include Include Include include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 0 0 it 0 0 1 0 1 1 0 1 0 1 1 0 --------- --I Volume Module: Base Vol: 129 0 156 0 0 0 0 962 138 278 977 0 Growth Adj: 1.001.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 129 0 156 0 0 0 0 962 138 276 977 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 143 0 173 0 0 0 0 1069 153 309 1086 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 143 0 173 0 0 0 0 1069 153 309 1086 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 143 0 173 0 0 0 0 1069 153 309 1086 0 II---------------II---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 1.00 0.93 0.93 0.95 0.95 0.95 Lanes: 1.00 0.00 1.00 0.00 1.00 0.00 1,00 1.75 0.25 1.00 2.00 0.00 Final Sat.: 1805 0 1615 0 1900 0 1900 3098 443 1805 3610 0 ------------ I --------------- II --------------- II --------------- II ---------------I Capacity Analysis Module: Vol/Sat: 0.08 0.00 0.11 0.00 0.00 0.00 0.00 0.35 0.35 0.17 0.30 0.00 Crit Moves: +*++ ++++ ++++ Green/Cycle: 0.14 0.00 0.14 0.00 0.00 0.00 0.00 0.46 0.46 0.23 0.70 0.00 Volume/Cap: 0.55 0.00 0.74 0.00 0.00 0.00 0.00 0.74 0.74 0.74 0.43 0.00 Delay/Veh: 42.2 0.0 53.1 0.0 0.0 0.0 0.0 23.7 23.7 42.7 6.7 0.0 User-DelAdji 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.2 0.0 53.1 0.0 0.0 0.0 0.0 23.7 23.7 42.7 6.7 0.0 Designqueue: 7 0 8 0 0 0 0 35 5 14 20 0 Traffix 7.1.0607 (a) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENG -PORTLAND • Total 2016 PM proposed use Thu Feb 22, 2001 10:16:34 Page 3-1 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to CHARBONNEAU E140 -PORTLAND tY 1, L e Total 2016 PH proposed use Thu Feb 22, 2001 10:16:34 Page 4-1 SOONES FERRY 6 PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: TOTAL TRAFFIC 2016, WKDY PM PK HR, PROPOSED USE Level Of Service Computation Report 1997 HCH Unsignalized Method (Base Volume Alternative) Intersection #4 N site acces on Pilkington Rd Average Delay (sec/veh): 11.2 Worst Case Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 it 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 269 1 2 414 0 0 0 0 5 0 16 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Hae: 0 269 1 2 414 0 0 0 0 5 0 16 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 299 1 2 460 0 0 0 0 6 0 18 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 299 1 2 460 00 0 0 6 0 18 ------------ I ---------------II--------------- II---------------II--------------- I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------I---------------11---------------II---------------II---------------1 Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 300 xxxx xxxxx xxxx xxxx xxxxx 164 xxxx 299 Potent Cap.: xxxx xxxx xxxxx 1273 xxxx xxxxx xxxx xxxx xxxxx 375 xxxx 745 Move Cap.: xxxx xxxx xxxxx 1273 xxxx xxxxx xxxx xxxx xxxxx 314 xxxx 745 ------------ I --------------- II ---------------II--------------- II ---------------I, Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 7.8 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * # Movement: LT - LTR - RT LT - LTR - RT IT - LTA - RT LT - LTA - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 603 xxxxx Shrd StpDel:xxxxx xxxx xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 11.2 xxxxx Shared LOS: * * * A # * * * # * B ApproachDel: xxxxxx xxxxxx xxxxxx 11.2 ApproachLOS: * + * a Traffix 1.1.0601 (c) 1999 Dowling Assoc. Licensed to CHARBONNEAU LNG -PORTLAND BOONES FERRY i PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: TOTAL TRAFFIC 2016, WKDY PM PK HR, PROPOSED USE -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) Intersection #3 Jean Rd 6 Pilkington Rd (signal) Cycle (sec): 100 Critical Vol./Cap. (X): 0.651 Loss Time (sec): 16 (Y+R s 4 sec) Average Delay (sec/veh): 31.5 Optimal Cycle: 63 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------1 Control: Protected Protected Protected Protected Rights: Include Include Include include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 ------------I---------------11---------------II---------------11---------------I Volume Module: Base Vol: 29 115 68 163 197 53 66 433 77 45 168 34 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bae: 29 115 68 163 197 53 66 433 77 45 168 34 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 32 128 76 181 219 59 73 481 86 50 187 38 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 32 128 76 161 219 59 13 481 86 50 187 38 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 32 128 76 181 219 59 73 481 e6 50 187 38 ------------ I---------------II---------------il---------------II---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.94 0.94 0.95 0.97 0.97 0.95 0.96 0.98 0.95 1.00 0.85 Lanes: 1.00 0.63 0.37 1.00 0.19 0.21 1.00 0.85 0.15 1.00 1.00 1.00 Final Sat.: 1805 1125 668 1805 1449 390 1805 1515 282 II---------------II---------------II---------------I 1805 1900 1615 ------------ Capacity Analysis I --------------- Module: Vol/Sat: 0.02 0.11 0.11 0.10 0.15 0.15 0.04 0.31 0.31 0.03 0.10 0.02 Crit Moves: •#** **+* *i#+ +### Green/Cycle: 0.03 0.17 0.17 0.15 0.29 0.29 0.15 0.47 0.47 0.04 0.36 0.36 Volume/Cap: 0.51 0.65 0.65 0.65 0.51 0.51 0.27 0.65 0.65 0.65 0.27 0.06 Delay/Veh: 54.6 43.3 43.3 45.2 30.2 30.2 38.3 22.1 22.1 65.3 22.6 20.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 54.6 43.3 43.3 45.2 30.2 30.2 38.3 22.1 22.1 65.3 22.8 20.9 DesignQueue: 2 6 4 9 9 2 3 15 3 3 7 1 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to CHARBONNEAU E140 -PORTLAND tY 1, L e Total 2016 PH proposed use Thu Feb 22, 2001 10:16:34 Page 4-1 SOONES FERRY 6 PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: TOTAL TRAFFIC 2016, WKDY PM PK HR, PROPOSED USE Level Of Service Computation Report 1997 HCH Unsignalized Method (Base Volume Alternative) Intersection #4 N site acces on Pilkington Rd Average Delay (sec/veh): 11.2 Worst Case Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 it 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: Base Vol: 0 269 1 2 414 0 0 0 0 5 0 16 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Hae: 0 269 1 2 414 0 0 0 0 5 0 16 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 299 1 2 460 0 0 0 0 6 0 18 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 299 1 2 460 00 0 0 6 0 18 ------------ I ---------------II--------------- II---------------II--------------- I Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------I---------------11---------------II---------------II---------------1 Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 300 xxxx xxxxx xxxx xxxx xxxxx 164 xxxx 299 Potent Cap.: xxxx xxxx xxxxx 1273 xxxx xxxxx xxxx xxxx xxxxx 375 xxxx 745 Move Cap.: xxxx xxxx xxxxx 1273 xxxx xxxxx xxxx xxxx xxxxx 314 xxxx 745 ------------ I --------------- II ---------------II--------------- II ---------------I, Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 7.8 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * * * * # Movement: LT - LTR - RT LT - LTR - RT IT - LTA - RT LT - LTA - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 603 xxxxx Shrd StpDel:xxxxx xxxx xxxxx 7.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 11.2 xxxxx Shared LOS: * * * A # * * * # * B ApproachDel: xxxxxx xxxxxx xxxxxx 11.2 ApproachLOS: * + * a Traffix 1.1.0601 (c) 1999 Dowling Assoc. Licensed to CHARBONNEAU LNG -PORTLAND Total 2016 PM proposed use Thu Feb 22, 2001 10:16:34 Page 5-1 BOONES FERRY 6 PILKINGTON OFFICE COMPLEX CHARBOHNEAU ENGINEERING LLC, PROJECT 01 -OS SCENARIO: TOTAL TRAFFIC 2016, WKDY PH PK HR, PROPOSED USE Level Of Service Computation Report 1997 HCH Unsignalized Method (Base Volume Alternative) Intersection #5 S site access on Pilkington Rd Average Delay (sec/veh): 12.2 Worst Case Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- 11 --------------- II--------------- il---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 it 0 0 ------------I---------------1(---------------II---------------ll---------------I Volume Module: Base Vol: 0 247 4 9 410 0 0 0 0 15 0 22 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 247 4 9 410 0 0 0 0 15 0 22 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 214 4 10 456 0 0 0 0 17 0 24 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 274 4 10 456 0 0 0 0 17 0 24 ------------I---------------II---------------II---------------II---------------1 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowVpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------1---------------II---------------II---------------11---------------I Capacity Module: Cn£lict Vol: xxxx xxxx xxxxx 279 xxxx xxxxx xxxx xxxx xxxxx 752 xxxx 277 Potent Cap.: xxxx xxxx xxxxx 1295 xxxx xxxxx xxxx xxxx xxxxx 381 xxxx 767 Move Cap.: xxxx xxxx xxxxx 1295 xxxx xxxxx xxxx xxxx xxxxx 378 xxxx 767 ------------ I---------------II---------------II---------------II---------------i Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 7.8 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A # * * # # * + Movement: LT - LTR - RT LT - LTA - RT LT - LTR - RT LT - LTA - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 542 xxxxx Shrd StpDel:xxxxx xxxx xxxxx 7.8 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 12.2 xxxxx Shared LOS: * * * A * # * * * # B # ApproachDel: xxxxxx xxxxxx xxxxxx 12.2 ApproachLOS: * * + B Traffix 7.1.0607 (a) 1999 Dowling Assoc. Licensed to CHARBOHNEAU ENO -PORTLAND Total 2016 PH proposed use Thu Fab 22, 2001 10:16:34 Page 6-1 HOONES FERRY i PILKINGTON OFFICE COMPLEX CHARBONNEAU ENGINEERING LLC, PROJECT 01-05 SCENARIO: TOTAL TRAFFIC 2016, WKDY PM PK HR, PROPOSED USE -------------------------------------------------------------------------------- Level Of .Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) Intersection #6 site access on Scones Ferry Rd (right-in/right-out only) Average Delay (sea/veh): 13.5 Worst Case Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------JI---------------II---------------II---------------1 Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 0 0 0 0 0 1 1 0 0 0 2 0 0 ------------I---------------II---------------II---------------II---------------I Volume Module: same Vol: 0 0 10 0 0 0 0 1116 2 0 1255 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 10 0 0 0 0 1116 2 0 1255 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 0 0 11 0 0 0 0 1240 2 0 1394 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 11 0 0 0 0 1240 2 0 1394 0 ------------I---------------II---------------II---------------11---------------I Critical Gap Module: Critical Gp:xxxxx xxxx 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I---------------II---------------II---------------II---------------I' Capacity Module: Cnflict Vol: xxxx xxxx 621 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx 435 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx 435 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------ I---------------II---------------II---------------II---------------I_ Level Of Service Module: Stopped Del:xxxxx xxxx 13.5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * B * # * * + t + # Movement: LT - LTR - RT IT - LTR - RT IT - LTR - RT LT - LTA - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx zxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * # * # ApproachDel: 13.5 xxxxxx xxzxxx xxxxxx ApproachLOS: B * * + Traffix 1.1.0607 (a) 1999 Dowling Assoc. Licensed to CHARBONNEAU ENO -PORTLAND Ln u) ..09 h 0 L N o ' .w U1 �. 4J _ i oc1 U1 V\ o rj A vi G N N ~ Ln u) i A o rj A vi N N ~ N LA Ln u) i A o A vi u N e : r c t!� p -' ° N �! NJ ry 11-4 N - N N N 7 _ W x [EM • C _ v� .. , . -c _ VA NJ N \ Z Z x Z N T o O Q `-D `w S _� ` `U-1 W w to .0 N w � N 0 � n W }. C 6-3i 691£ 'Aey z MINOR STREET i HIGH VOLUME APPROACH — VPH m IS p O _-� �. O 8 O O O O mm< ; 00> c- o=O r<o N N M M T0= 06m v o zm o O0 0 S;= y , r' -Njm m`"i >00 O 80 = o<c D ==m 'gyp ��no � O gra n 3: _ z"10 � �mv� 1 z map m�rt� _ 70 NONE W/,itFAANo FAANo ■rl =gun rl 0oil m 0- or N N U►� N 04 N _ -A 41 ovp-�-��N� Q N Iv N N N N y x'66' NNU*%A66--In 0�c�o 1 D v �i s v��° �o 00 0 0 a 691£ 'Aey z MINOR STREET i HIGH VOLUME APPROACH — VPH m IS p O _-� �. O 8 O O O O mm< ; 00> c- o=O r<o N N M M T0= 06m v o zm o O0 0 S;= y , r' -Njm m`"i >00 O 80 = o<c D ==m 'gyp ��no � O gra n 3: _ z"10 � �mv� 1 z map m�rt� _ 70 C m Wl an 2 C O C m a Z NONE W/,itFAANo FAANo ■rl =gun rl 0oil m 0- C m Wl an 2 C O C m a Z Lake Oerego Police Department - PAGE 1 m OATH 01/25/2001 LILD22S TI3M 14:04139 FROM DATEJTIIQ: 01/01/199E OO. -OO - TNRU DATEfTIME: L2131/2000 23150 DAVNY f.] INJURY TYPE •A64 ACCIDENT REPORT BY LOCATION ORIO - z 010030400 LOPD IA '�• AREA . . . . . •ALL ST mr! ..1]Oomq vinuty , N SECTION -ALL XSTR BT: . PMYJUGMW, , m C+l STREET CROSS STREET REPORT 8 DATE TTNB VN IN PROPERTY DANAGX ~ ------------ ----------- ----------- BOOl7ES PERRY. RD --•-_----- ---------------------- PIL INC7011 ------ ----- --f---------------------- ------ ------------------ 980500 02/06196 9:23 ----- ►� OMIT BAC TEST ---------ORIVBt FACTORS— ----- -------- VEHICLE FACTORS---------------HIGIUMV FACTORS ------- 001 FA StopVeh N 002 m BOAM PERRY RD PILKINGTON RD 980574 02/11/98 L5e32 UNIT EAC TEST ---------- DRIVER FACTORS------- --VHMICL$ FACTORS------ ------ --------RIGHWRY F ACTOR&------- 001 FA StogVell 002 m DOOMS PERRY RD PILRIIK.TON RD 900743 02/22/99 21:27 W UNIT BAC TM ---------DRIVER FACTORS------- --------VEVIC66 FACTORS------- -------- RIONKRY.FACTORS ------- Oi 001 Careless u W BOOMS PERRY RD PILKI'16"TON RD 994487 11/24)99 17.19 J UNIT BEC 7RST ---------DRIVER FACTORS---------------VERICLB FACTORS---------------1[LUINAY FACTORS------- A 001 PA BtoPVeh Q� 002 001 HOMES FERRY RD PtLKINOTON RD 9903242 08/27/99 17:08 UNIT BAC TESE ---------DRIVER FACTORS------- --------VEHICLH FACTORS---------------HIORNAY ?ACTORS ------- 001 Imp Tt2rn 002 Nagefunk BOONRS FERRY PD PILAIINDTON RD 199904560 12/09/99 19:13 OBIT BAC TEST ---------DOIVE4 FACTOR& ------- --------VEHICLE FACTORS---------------HIOHNAY FACTORS ------- 001 INOnefunk 002 Nenefunk IHY`BBS FERRY RD PILKINGTON RD 200001479 05/02/00 12:35 UNIT SAC TEST ---------DRLVCR PAC70RS------- --------VEHICLE FACTORS---------------HLORNAT FACTORS ------- 001 FeliAeleep 002 mmefunk EOOBF.S PERRY RD UNIT SAC TEST P16RENOT03 20 ---- ----- DRIVER FACTORS------- 200003727 10116100 13111 ------.-VEHICLE FACTORS------- --------HIGIVAT _ 1L_I FACTORS ------- 001 FoE1wToCls C 002 None/Unk PILKWOLOH RD BOOKE9 FERRY RD 981396 04/13/98 13:70 P UNIT BAC YES-' ---------DRIVER PALTOR9------ --------VERLCLE FACTORS------- --------B14MAT FACTORS ------- 001 Ivry Turn to 002 [J P3zxLW,T0H RD BOORRS FERRY RD 199904488 32/04/99 1255 UNIT BAC TEST ---------DRIVER FACTORS------- ---`----VEHICLE PACIORS---------------HIOHEAY PACT0i9------- 001 RLR Unk Ca 002 None/Vnk F11,11303TON RD EOOIFFS FERRY RD 200001651 05/17J00 9.07 lkN1F BAC TEST '--'•----DRIVER PAC10R9------- -------- VEHICLE FACTORS ------- ..------BIOERAT PACPORB------- 001 FollvToCle - 002 None/Vnk 601 None/Unk TOTAL ACCIDENTS: ]7 Lake Oswego Police Departsmet PAGE I DATE 01/25/4001 P1.0445 TIME 14:05:50 PE114 DPAWTIMB: 01-/61/19*9 40.00 1MRU ORTB/rIMEt 12/3112000 23:59 DAVEY I"0MY TYPE 'ALL ACCIDENT REPORT BY LOCA7I0H ORI# . . . . r 06L0039400 LOPO ASIA_ BALL STREET. ..PII.XIImmm.. Sam"; :ALL 1CS"MEBT: .JRW., STREET CRO" STREIT R13P0RT N DATE TIME VE IN PRWERTY DAMAGE ----------- JBRD Am PILXI,8TOi ID 9901826 05/25/" 17:15 WIT BAC TEST ---- DRIVER FACTM---------------VEHICLE FACTURE---------------MICHWAY FACTORS------- 001 Careless D 002 Mose/unk JRKN RD PILKIBGTOII RD 200002643 08/05/00 14:29 LIMIT RAC TEST ---------DRIVER FACTORS------- --------VEHICLE PACEOM---------------HIGHWAY PACYORS------- 001 I-P Tern 002 None/Usk PILIIYGTOH RD JEAH ED 200002456 07/13/40 9:78 UNIT BOC TEST ---------DRIVER FACTORS------ -------VEHICLE FACPO-------- --------RIGNUAY FACTORS------- 001 am Ilek C's o02 003 70TAL ACCIODIrS: 3 h1. �� • � • • m A Ln cD cD O rA O CD CD C. CD PC, n CD w d4 CD •�_ CCD O wO A o s. CCD CD (D �3 'd CD CD CDa CD CD O Q 1 p; CD CD O a. 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