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6855 SW BAYLOR STREET-5 I CITY OF TIGARD Approved........... .. ........ tionatly Ar-pr,,,),,-ed..........................� i For only the wo k as described in: J PERMIT NO.BAYI�� OR COURT ����j-Z� �y See Letter to: Foliow Attach ......... ................... LOCATED IN SECTION 36, T1 S, R1 W, W.M. ay sS CITY OF TIGARD, WASHINGTON COUNTY, OREGON TAX LOTS 1300 AND 1400 (MAP NO. 1 S136DD) yJ►/T �/ �7 GENERAL NOTES CITY OF TIGARD - 1J0LJ l - --- - - j - --------- ------ - -- --- - - --- -- -- 1. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF TRANSPORTATION, FHWA, ESL.INGER BUILDERS, INC. 1988 EL. / 2. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S STANDARD SPECIFICATION AND, ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) 11575 C SW PACIFIHWY __• w.......... T APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. TIGAR 7 ,� .E�` . ,,, r ,k, j r p 1�, . ,, r 3. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER THE PERMIT HOLDER IS '" RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE & RESCUE) AND TO G PHONE: (503) 24.J-9773 TRI-MET AND TIGARD AND BEAVERTON SCHOOL DISTRICT. s „ 4 4. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN A T EACH END OF THE FAX: (503) 245-9908 CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF CONSTRUCTION WORK. r ,. J K ..1 A ;�1•'wt 1 �, I dl �t IrA^ _i .1 L S,SEi?kl ,r. ,l� ,r.:r; „y 5. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE jy51 Jr`7 � 1 , - UNTIL EFFECTIVE ACCESS IS ESTABLISHED. ING St Ry�'YING I'll -- 3C 6. TRAFFIC CONTROL DEVICES, FLAGPERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. V) ^ ^• 7. NO WORK WILL BE PERMITTED DURING THE HOURS OF DARK.41".��, NOR BETWEEN 9:00 P.M. TO 7:00 A.M., MONDAY THROUGH FRIDAY NOR BETWEEN 9:00 P.M. TO 8:00 A.M. SATURDAY, ;rte ,rza;7i:.�lr ..;.7;,,, i"^i, I AK., ENGINEERING & FORESTRY, LLC d ! , � , ykiAr __ NOR BETWEEN 9:00 P.M. TO 9:00 A.M. SUNDAY. i 6j r�t I ', r t•i Rr, N It'N'." 13910 SW GALBREATH DRIVE, SUITE 100 : '' ' �� I }. 8. MINIMUM TRAVEL LAND WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL ALSO BE: PROVIDED FOR. SHERWOOD OREGON 97140 `w a �. �� Q 9. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRA71C CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EFFECfIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. o ,� m 6M - , 3 10. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL CONTACT THE CITY'S PRIVATE DEVELOPMENT REVIEW ENGINEER, (#639-4171) TO ESTABLISH A PLACE, TIME v PHONE: (503) 925--8799 a ,; , gMl ______ I AND DATE FOR A PRE-CONSTRUC110N MEETING. m ,, rv'W`1tt7 FAX: (503) 925-8969 -__ 11. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY`S INSPECTOR AT 639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) HOURS o _ I PRIOR TO ANY STAGED INSPECTION M'D .AFTER COMPLETING WORK COVERED BY THE PERMIT.Slit { 12. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL WORKSTT e o I EXINfER CONTACT. rSW SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS ANP PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITYS STANDARDS AND o SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK PERFORMANCE. ALEX HURLEY k. 13. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN M , CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. 14. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL B. CAUSE IP PROJECT PUfiPDS�'• I FOR IMMEDIATE CANCELLATJN OF THE PERMIT. THE CITY MAY AT ANY 11ME ORDER IMMEDIATE CLEAN UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN UP. o �' 15. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. [HE CITY MAY AT ANY TIME ORDER i 2-STORY OFFICE BUILDING ,.•;, ..;:. :-:;•:n. - _ _ _ _ _ .. - - -- CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. SW BAYLnR �TI•�EET 16. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHAH BE SEEDED WITH A STANDARD GRASS MIX; SHRUBS, FLOWERS, BARKDUST, EXISTING SIGNS, PAVEMENT MARKINGS, MAILBOXES, IDROJ�CT AII1�,��'SS.' �► ET. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND AND MATERIAL. o �'' 17. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC SW 68TH PARKWAY AND SW BA YLOR COURT ,, ., t.. .;,, "` -" PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE W CARD, OREGON 9 223 DRAINAGE CONTROL. 18. EXCAVATOR(S) MUST COMPLY NTH O.R.S.757.541 THROUGH 757.571; EXCAVATOR(S) SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS 72 HOURS (MIN,) PRIOR TO START OF - WORK. DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS' EXPENSE. 19. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES I-OR BOTH VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). ~ SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FAOLITTES BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. :DUICINITY i� AP SITE MAP 20. A TEMPORARY HARD-SURFACE PATCH (COLD MIX AC OR HOT MIX BASE PAVING) SHALL BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, � NO SCALE NO SCALE ON SITE OR OFF-SiTE, SHALL BE LEFT AT ANY TIME IN AN UNSAFE CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OF THE WORK. SHffT .INI� X 21. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTORS OPINION, TO OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS' 1 COVER SHEET - GENERAL NOTES LEGEND EXPENSE. 22. ONE AS-BUILT MYLAR DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY ?_ EXISTING CONDITIO,JS PLAN Q IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS CERTIFICATION OF INSTALLATION COMPLIANCr. L 3 EROSION CONTROL PLAN DECIDUOUS TREE 0 � 23. A SEWER SYSTEM AIR-TEST AND (V.H.S.) TV TEST REPORT AND ONE SEf OF BLUELINE "AS-BUILTS" (OF EITHER OR BOTH THE STORM ANL` SANITARY SEWER SYSTEMS) MAY BE m s REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. 4 GRADING PLAN EXTI� P. 4f� EQ - CONIFEROUS TREE 24. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A WEEKLY BASIS, TO THE CITY`S INSPECTOR. � 5 DIMENSIONED SITE PLANRIGHT-OF-WAY --- -- - -- ---- -- - --- •--- •-- 25. THE CITY'S INSPECTORS MAY, AT THEIR DISCRETION, REQUiRE PROVISION OF TESTS AND OR REPORTS FROM THE PERMIT HOLDER, PERMIT HOLDERS ENGINEER OR CONTRACTOR TO W G MONUMENT ° ' VALIDATE CLAIMS OF MATERIAL OP. CONSTRUCTION ADEQUACY/u:""LIANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDERS' EXPENSE. v 6 UTILITY PLAN FIRE HYDRANT y� PROPERTY LINE --�- '�- - --- --- 26. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, C) o , 7 RETAINING 'WALL DETAILS WATER BLOW OFF q 1 CENTERLINE - - - --- - ----- ----- --- ---- - --- --- - ----- AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. i 27. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL BE AT rHE PERMIT HOLDERS' EXPENSE. US WATER METER DITCH - > > --' ' ' ' 28. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL LIFT OF ASPHALT HAS BEEN PLACED. STORMWATER FACILITY DETAILS WATER VALVE D4 CURB 29. THE PERMIT HOLDER SHALL PPOVIDE TO THE CITY INSPECTOR, IN WRITING, -,HE NAM--S AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO m 9 UTILITY DETAILS DOUBLE CHECK VALVE ® Ta RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY EMERGENC,y. 'HE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, EDGEOF PAVEMENT .................................................................... _-._...._....... ._....................................-............................................ �.... 10 LANDSCAPE PLAN A!R RELEASE VALVE , OF ANY/ALL ASSIGNMENT CHANGES. G� EASEMENT ---------------------------_ ___________._________________ 30. THE PERMIT HOLDER SHALL CAUiE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED � SANITARY CLEAN OUT ° • "COMPETENT PERSON" RESPONSIBLE -OR CONSTRUCTION SAFETY' AS PER OR--OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY a SANITARY MANHOLE 0 FENCE LINE �0- THE CII`! INSPECTOR OF ANY,/ALL ASSIGNMENT CHANGES. . STORM CLEAN OUT 0GRAVEL EDGE ..........-...............................-•-.......-....••-•••-.-•••••••-•.••••-••• ••••................................................__.•••••-•w••••••••-................ 31. IT IS THE SOLE RITSPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER, RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF RIGHT-OF-ENTRY OR STORM CATCH BASIN E7 ■ PROPERLY EXEC'7D EASEMENTS, SHALL BE PROVIDED TO THE CITY. THE CI iY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE ~ POWER LINE .... ....... ..... I,,,�a....... ...... ....... ...... u,�,,.... ............... ,.„�,.............-....................... ,w,._................. FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. STORM MANHOLE C1 ® 32. BEFORE PLACEMENT OF THE FINAL LIFT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND HAVE THE CITY COMPLETE A PRI-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER GAS METER (]o GAS LINE - - - -cns-- - - -ans- ons -ons -ons LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH '% DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLA;FMENT OF FINAL LIFT. GAS VALVE kU 1:1N STORM SEWER LINE - - - -STM - --- - - STM ITTT■i 33. THE LOCATIONS, DEPTH, AND DESCRiPTTON OF CXiSING UTILITIES SHOWN ARE COMPILED FROM AVAILABLE RECORDS AND/OR FIELD SURVEYS. THE ENGINEER OR 'JTILITY COMPANIES DO NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF SUCH RECORDS. ADDITIONAL UTILITIES MAY EXIST WITHIN THE WORK AREA. GUY WIRE SANITARY SEWER LINE - - -- -SAN- - - -- SAN- - SAN ------ SAN 34, PIPE LENGTHS SHOWN ARE APPROXIMnTE, FINAL LENGTHS r1ETERMINED BY FIELD CONDITIONS. POWER POLE WATER LINE - WA --- - - - WAT- •nT __•►T 35. PROPERTY AND RIGHT-OF-WAY LINES SHOWN ARE APPROXIMATE. THESE PLANS ARE NOT MEANT 10 SERVE BOUNDARY SURVEY PURPOSES. TELEPHONE RISER 36. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS BEFORE THE START OF WORK. THE CONTRACTOR SHALL TAKE ALL NECESSARY FIELD MEASUREMENTS, AND OTHERWISE VERIFY ALL DIMENSIONS AND EXISTING CONSTRUCTION CONDITIONS INDICATED AND/OR SHOWN ON THE PLANS. SHOULD ANY ERROR OR INCONSISTENCY TELEPHONE VAULT EXIST, THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK EFFECTED UNTIL REPORTED TO THE PROJECT ENGINEER FOR CLARIFICATION OR CORREC 110N. TELEPHONE POLE 37. ANY INSPECTION BY THE CITY, COUNTY, STATE, FEDERAL AGENCY OR PROJECT ENGINEER SHALL NOT, IN ANY WAY, RELIEVE THE CONTRACTOR FORM ANY OBLIGATION 10 PERFORM THE STREET LIGHT WORK IN COMPLIANCE WI fH THE APPLICABLE CODES, REGULATION, CITY STANDARDS AND PROJECT CONTRACT DOCUMENTS. SIGN ATTENTION EXCAVAIORS: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTlFICA11ON CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING (503) 232-1967. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST N011FY THE CENTER AT LEAST 2 BUSINESS DAYS BUT NOT MORE THAN 10 BUSINESS DAYS, BEFEOR COMMENCING AN EXCAVATION. CALL (503) 246-6699. i3avlor Slr.6855 i PLM2001-00234 1 of 10 REVISIONS: ---- -- --- ---_--- --f--- DESIGNED BY. 6HH DRAING Nc.: LI-01 P JOB NUMBER ENGINEERING • PLANNING •SURVEYING • FORESTRY Y. NOTED � �� � �� LICENSED IN OR, WA & AK CHEC BY: KRJ N GENERA Y oBAYLOR COURT 97 - 094 COWER SHEET 13910 SW GALBREATH DRIVE, SUITE 100 c R� SHERWJOOD, OR 97140 ESLINGER BUILDERS, IN:,. -_---------_-_ - __-- ___. ---_-- TIGARD OREGON PREPARED FOR: 11575 SW PACIFIC HWY PMB 160 ��' �;, - -- - -- - ENGINEERING & FORESTRY PHONL: (503) 925-8799 FAX: (503) 925-8969 TIGARD, OR 97223 SECTION 36 (TTS--RTW, WM) TAX LOTS 1300 AND 1400 STN R, JnC_E` �` 1 �..1! 10 EXPIRES 6�30/01 NOIICE: IFTHE PRINT ORTvPEONANY I' I ' I IIII � I � IIIII � IIiIIIiII�IIIIIIIIIIIIiII iI !II 4 IIIIII111�1I11rIIIIII IIIIIIIIIIIIII�I IIIII�I (IIII IIIIIIIII Illll�i IIIIIII IIII ' IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII VIII I I� Ia 9) ,�U04 IMAGE IS NOT AS CLEAR AS T"a!u NOTICE, �- -- �1- -- '' -. L _ -- I _$� LUL_ -- I - 11 I 1 V I'- IS DUE TO THE (QUALITY OF THE NC JO 0.,-?e%__l IILI�III.III IIII�IIII IIII IIIIIIIII IIII 1IIII IIII (IIIIIIIII IIII IIIA IIIIIIIII IIIII IILI IIII IIIIIIIII IIIII IIII IIII IIIII[[III�I-II�IGII IIII IIII 51TTT 9ORIGINAL DOCUMENT T T 11I ! l9 lllll IIII1III II1 111111111111 IIII (IIIIII � I►II�IIII I►.l1Wl�illl111111 I►l� ll 1 I ! ' �� � 11�IIIIIII'llll 7 CL I IN a I 00 Mry 'I EX P ^ ERTY LIE r7 r 1 I 1 OI 7• 11 \ I 'w � �; I I I I I I I III I I / 1• � r 'Co Q POLE° ., I ,/ ON 1 I I I LI CB, (TYP-)II / I CD CD 1 II I ! I I I I 30.00 / 0.00' I ti N I EX SIGN (tea II I I I ! II II Z 1 N \ \ I I I I I I II 22,5 1.50 / I ' I I 10 - I EX STM MH (TYP.) w 11112 �I J ' i I �W 11 F¢r000 — � � i I \ \ ( ��• 31\ � I S - - - - _ _ EXRLW � I \ `\ \ \ I I I 11 / I I I EX RA I L EGENG I C� S. J I I I 1L \ — — _ — — — _ E, 24� STM - I 28— C EXISTING CONTOURS _ {sn— — I-- +six \-_-m— — —m— — — —m— m— — -_ —sti- \sn s I \ 18 CA I I -�--- --L- T—_ —L -- - I 1 1 �1 IL �� 1 1 I - � � �5� EX CL — —s""— — — I—s" — _ EX CL � B YLORI13TR6�T �-----� -- L s � W - _LYM-. -!YM- :5 • / I no TREE Y SIZE (IN,1 DESCRIPTION / I I '� _F — — =rn �� CI L_ ,•, / i WAT L - �••+ — _ — W 1 41 DOUGLAS FIR !— " — — 2 16 DOUGLAS FIR N ' / _ I �7 l / I 3 28 DOUGLAS FIR ro w X02 �'6° 0 308 °/ / N Mry ' N I I 1 / / o 4 11 MLLUW J .0 0 / / /n�1 I `' �I 3 I 5 11 WILLOW ' 6 10 CASCARA / �— \ \ �� o ��/"' —32 '80l �X SAN MH (TYP.) ON ' 7 12 OREGON WHITE OAK I I \ \ \J 1 26,; I` as 8 9 OREGON WHILE OAK , I \ I 3 30.00' O.OU I V I EX HYDRANT (TYP.) (71 9 32 OREGON WHITE OAK / sp 10 6 POPLAR11 6 POPLAR 12 6 POPLAR I I I ' 13 7 POPLAR C3 14 6 POPLAR 15 6 POPLAR I �I I I I 16 9 POPLAR 17 B POPLAR I 18 10 POPLAR I , 19 6 POPLAR I I I I I 1 \ I l i GRAPHIC SCALE 1 40 0 20 40 f INFORMATION SHOWN IS BASED ON A TOPOGRAPHIC SURVEY DONE BY AKS I \ ENGINEERING AND FORESTRY, FIELD RECONNAISSANCE, AND TAX MAP DATA. THIS MAP SHOULD NOT SERVE AS A BOUNDARY SURVEY. ( IN FEET ) ( 1 Inch = 20 R. II I o viM200i00334 2 or 10 5UUMIIIALL)AIL: 1_71-01 REVISIONS: °Y: A"" — EXISTINGI CONDITIONS ENGINEERING PLANNING SURVEYING FORESTRY By cN �� *p1N / ' JOB NUMBER BAYLOR COURT *1'47, 97- 094 LICENSED IN OR, WA h AK alcaco BY. K J I 13910 SW GALBREATH DRIVE, SUITE 100 w PLAN SHERWOOD, OR 97140 ESUNGER BUILDERS, INO. TIGARD OREGONSHEET - --------- --- LNaNEFRwc k ra+csmr PHONE: (503) 925-8799 FAX: 503 925-8989 PREPARED FOR: 11575 SW PACIFIC HWY PMB 160( ) TIGARD, OR 97223 SECTION 36 (TIS-R1W, WM) I4X LOTS 1300 AND 14002 OF 10 EXPIRES 6130/01 Tr�=- �—"---._.,.—._�m ..�.....sse ���._7�....�,._..�=."a— NOTICE: IFTHE PRINT ORTYPE ONANY 1111 IIIILIIIIIIIIIIIIIII rII111(IIIIIfIAI 1 TjTTi)T(1)7�f)TjIIT)Tj1 7(1 r1�Tr1TnT{1'('F��1�TI1[IIID1�7jjlITIT�fj11f(f11TrftiJ1T1�11T( `T�IITiIII)Ti1IIIIII II ll�l m ��JTe�(J04 - IMAGE IS NOT AS CLEAR AS -HIS NOTICE, 1 `1sl I I t}I 1 I $I I 181 11 I I S I 181 I I of IT IS DUL TO THE QUALITY OF THELima— I-T eese l ORIGINAL DOCUMENT 1qg L6 6 6 6 8 I� 6 t6 K t t L t t t I 6t S tI� • 924X IIII IIII�IIII uulml mlllm IIII�IIII IUIIIUI llll I�IIII Illulll Illtll Ilu�luuuduu uu6ul IUIIIUI uu61II ulllm uI16m IIII�IIII uullm IID�IIII lllllll uldlu)lll I wtww.- °— EROSION -ff) SEDIMENT CONTROL (ES02LL,.NM5 - GENERAL --- ANGLE BOTH ENDS OF FILTER FABRIC FENCE / �� / TO P' RC SOIL IS TRAPPC.D I / / ; 1. APPROVAL OF THIS EROSION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESIRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, �� j \ Q l , I C� \ ��J ( �•� ETC.). - FILTER FABRIC MATERIAL /' `0 co n� 36" ODE ROLLS USE ` v 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF STAPLES OR WIRE RINGS �� -----�- ��; --�� ----- Cy) Cy) 0) I THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICAN I/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND TO ATTACH ,H FABRIC WIRE J APPROVED, AND VEGETATION, LANDSCAPING, OR APPROVED FINISHED SURFACES IS ESTABLISHED. -- 2"x2"x14 GA. WIRE INTERLOCKED — - —� TOP VIM 1 FABRIC OR EQUIVALENT D POSTS AND ATTACH ANTS) I 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THE GRADING PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD I PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD NO D!ST'JRBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE CONTRACTOR, FOR THE DURATION OF THE CLEARING ACTIVITIES, SHALL MAIN�'AIN THE FLAGGING. USE STITCHED LOOPS � OVER 2"x2" POSTS 4. THE ESC FACILITIES ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO ANY CLEARING AND GRADING ACTIVITIES, AND FILTER FABRIC--------,- ___ 4/ , MAINTAINED IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, MATERIAL I I I ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. t 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM R' EMENTS FOR ANTICIPATED SITE CONDITION. DURING N NOTES:, THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO �; 1. BURY BOTTOM OF FILTER FABRIC 6" Fir ENSURE THAT SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE. - --- VERTICALLY BELOW FINISHED GRADE - I i I / a 2. 2"x2" FIR, PINE OR STEEL FENCE POSTS Ill—I i ii I I �/ I I�/� s 6. THE ESC FACILITIES SHALL BE INSPECD DAILY AND AFTER EACH STORM OCCURRENCE BY THE APPLICANT/CONTRACTOR � ' — _ __ ___ _ J I %1 Q 3. STITCHED LOOPS TO BE INSTALLED TTI;t�—� I — AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. , _ 6' MAX UPHILL SIDE OF SLOPE -�i-- — J - y�--- -__--_--------- --_-� 4. COMPACT ALL AREAS OF FILTER I_'1_�vr 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH, OR WITHIN FABRIC TRENCH I I- 24 HOURS FOLLOWING A STORM EVENT. \_ • I I I I I / i`/� I / ! In 2x2" WOOD POSTS, ' I do 8. AT NO TIME SKALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULNTE IN A TRAPPED OR SUMPED CATCH FRONT VIEW STANDARD OR BETTER NOT: BOTTOM OF FILTER %/ BASIN. ALL CATCH BASINS AND COP.VEYANCE LINES SHALL BE CLEANED PRIOR TO PAYNG. THE CLEANING OPERATION SHALL NTS OR EQUAL ALTERNATE: MATERIAL IN 4"x8" DEEP TRENCH I � --T I i 1 II STEEL FENCE POSTS NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. (NTS SL�'I�I1ll�,�l1' FFNCF EROSION CQNIROL I J �� /� a jCD 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR �-- - _ - FENCE I(TYP.) / I / / I If THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY RE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE 1,tPT i� ! m / - ------- --- I I ' 0i CLEAN FOR THE DURATION OF THE PROJECT. O - _ I d (/ I I I,� In 10, ADDITION'" GRAVEL MAY HAVE TO BE ADDED PERIODICALLY 10 MAINTAIN PROPER FUNCTION OF THE PAD. 1F THE GRAVEL -' ' I rr__ _ I`/ I ( I ! n I PAD DOES NOT ADEQUATELY REMOVE DIRT AND MUD FRCM VEHICLE WHEELS SUCH THAT MUD AND DIRT TRACKING IS EVIDENT -- - - - OFF-SITE, ADDITIONAL MEASURES MUST BE TAKEN, SUCH AS DRY- SWEEPING AND VACiJUMING THE STREET. SUCH MEASURES I ( /� / f I• I �� m MAY INCLUDE HOSING OFF WHEELS BEFORE VEHICLES LEAVE THE SITE OR OTHER CONS.RUCTION TECHNIQUES/WORK ^ J ` 3 T i I I _�_.,� f OPERATIONS MODIFICATIONS. WHEEL WASHING SHOULD BE DONE ON THE GRAVEL PAD AND WASH WATER SHOULD DRAIN I �- THROUGH A SIS, TRAPPING STRUCTURE PRIOR TO LEAVING THE CONSTRUCTION SITE. A _- /� I t j o 11. THE APPLICANT/CONTRACTOR IS SOLELY RESPONSIBLE FOR PROTECTION OF ALL WORK, ADJACENT PROPERTIES AND - - I r w I I / DOWNSTREAM FACILITIES FROM EROSION ANE' SILTATION DURING THE COURSE OF THE WORK. ANY DAMAGE RESULTING FROM SUCH EROSION AND SILTATION SHALL BE (ORRECTED. 12. APPLICABLE RECOMMENDED EROSION CONTRCL MEASURES FROM THE UNIFIED SEWERAGE AGENCY'S EROSION PREVENTION Pi-AN PLACE BTU-FILTER BAGS �- -- - f AND SEDIMENT CONTRCL PLANS TECHNICAL GUIDANCE HANDBOOK, DATED FEBRUARY 1994 SHALL BE REQUIRED. IN A I // AROUND EXISTING PARTICULAR, TABLE 3-2 EROSION CONTROL MATRIX, COMMERCIAL, SUBDIVISION AND LARGE SITE CONSTRUCTION COVERING AREA DRAIN \ \ I I I I CATCHBASIN pq BASE= MEASURES, WET WEATHER MEASURES, AND POST CONSTRUCTION. N i' U c,., 13. AFTE!" NOVEMBER 1, ALL BARE SOIL MAY BE USED SHORT TER AND FERTILIZED. WHERE RAPID GERMINATION AIS REQUIRED LL BE EUDSED�THEO ANNUAL RYE GRASS VERED NTH AN RBLE D AS ROPRIATE ECOMMENDED ND DSION O NBTHEKET, p�jASINGTOFWDEVELOPME T TECHNICAL GUIDANCE HANDBOOK. FLOW \ I I I I J ••' DITCH 1QIi[71 I I I I Q Q� 14. ANY 1N-STREAM WORK SHALL BE SCHEDULED IN STRICT ACCORDANCE WITH SPECIFIC LOCAL REQUIREMENTS, THE DIVISION OF STATE LANDS, AND OREGON DEPARTMENT OF FISH AND WILDLIFE. /�� ' O) 15. THE APPLICANT CONTRACTOR SH RESPONSIBLE F , I I L� / � ALL BE RES O ISBLE OR THE SEEDED AREAS UNTIL VEGETATION UPON THEM IS ESTABLISHED. ANY ADDITIONAL SEEDING NECESSARY TO ESTABLISH THE VEGETATION SHALL BE GONE BY THE SECTION A-A t APPLICANT/CONTRACTOR. 16. EROSION CONTROL MEASURES ARE A TEMPORARY MEASURE ONLY. THEY SHALL BE INSTALLED, REPAIRED, MOUiFIED, OR CATCH BASIN NTS DITCH INLET REPLACED AT THE DIRECTION OF THE PROJECT ENGINEER OR INSPECTOR. NTS L j 17. ANY OBSERVATION OF VISIBLE OR MEASURABLE EROSION, OR AN OBSERVATION OF MORE THAN A T-EN- PERCENT BIO-FILTL'R BRCS TL'�IPORM ' _� G �/q INCREASE IN DOWNSTREAM CHANNEL TJRBIDITIES WILL RESULT IN AN ENFORCEMENT ACTION BY AGENCIES. (NIS) I I , v i' /` / o 18. IN CASE OF EMERGENCY: THE EMERGENCY CONTACT PERSON IS: MALCOLM-ESUNGER �' � THE 24-HOUR CONTACT TELEPHONE NUMBER IS: 503-245-9773 ° THE 24-HOUR CONTACT ADDRESS iS: 11575 SW PACIFIC HWY PMB 160 TIGARD, OR 97223 01 OR � 19. IN THE EVENT OF A TRANSFER IN PROJECT OWNERSHIP (1N PART OR WHOLE) PRIOR TO PERMANENT VEGETATION PgEo , POEN ESTABLISHMENT, THE CITY ENGINEER WILL BE NOTIFIED IN WRITING OF THE NEW PARTY OR PERSONS RESPONSIBLE FOR ��GP EROSION CONTROL. IN PARTIAL TRANSFERS, (SUCH AS LOT SALES), THE WRITTEN NOTIFICATION SHALL BE ACCOMPANIED BY A GRAPHICAL EXHIBIT SHOWING THE AREA TRANSFERRED. O \ I ' ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DETERMINED BY THE PROJECT EN-.,4:D OR INSPECTOR. O R=25' MIN. O % \ � I 2LEAN MINUST RUN On-RD GRAVEL O O � / �r SEDIMENT FENCE NOTES /� , / /� � I / / Ole 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO O AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CL01-H SHALL BE SPLICED TOGETHER ONLY AT A SUBGRADE REINFORCEMENT I �� ' SUPPORT POST, WITH A MINIMUM 6 INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST OR GEOTEXTILE, AS REQUIRED O `�� O OVERLAP 2"x2' POSTS AND ATTACH. O GRAVEL CONSTRUCTION O. O 2. THE FILTER FABRIC FENCE SHALT_ BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. FENCE 8 MIN. / ENTRANCE G \ % I O 0 POSTS SHALL. BE SPACED A MAXIMUM OF SIX FEET APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM DEPTH OF 24 INCHES. PROVIDE FULL WIDTH OF / lnJ / INGRESS/EGRESS AREA' I \ _ l /O 3. THE FILTER FABRIC SHAIL HAVE A MINIMUM VERTICAL_ BURIAL OF E INCHES, ALL EXCAVATED MATERIAL FROM •20'MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL - -" - - - "" x FILTER FABRIC FENCE INSTALLATION, SHALL BE BACKFILLED AND COMPACTt.D, ALONG THE DISTURBED AREA. 4. STANDARD OR HEAVY-DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED STITCHED LOOPS FOR 2"x2" GRAVL'L CON,STRYCTl0N FNTR�NCJ' POST IN"TALLATION. STITCHED LOOPS SHALL BE INSTALLED ON THE ITP HILL SIDE OF THE SLOPED AREA. ell 5. SEDIMENT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE LIP SLOPE AREA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED. 6. SEDIMENT FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL, I AND AT LEAST DAILY DURING PROLONGED RAINFALL, ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. LEGEND ■ ` / , (Ci EXISTING CONTOURS + ;" EROSION CONTROL FENCE �—� GRAPHIC SCAL _, BIO-FILTER BAG 20 0 10 ZU GRAVEL CONSTRUCTION l� / Baylor ENTRANCE / / 1 v St-00234 / PLM2001-00234 \_J IN FEET ) � BAYLOH�I SI�REET � a / / it � 3 or to 1 Inch 10 ft. ------ I AL DATE: DESIGNED BY: I i,+iANiN�G N0' E 1-03 p ENGINEERING • PLANNING •SURVEYING • FORESTRY N ��,� c,[ E / JOB NUMBER LICENSED IN OR, WA & AK CHECKED BY: KRJ UR WING GENER Y 11 BAYLOR 1 7'1, '� 9 — O4 EROSION CONTROL PLAN COURT 13910 SW GALBREATH DRIVE, SUITE 100 j SHERWOOD, OR 97140 ESI_INGER BUILDERS, INC. � �� SHEET PREPARED FOR; 11575 SW PACIFIC HWY PMB 160 TIGARD OREGON , ENONEERING do FORESTRY PHONE: (503) 925-8799 FAX: (503) 925-8969 TIGARD, OR 97223 SECTION 36 (TTS-RTW, WM) TAX LOTS 1300 AND 1400 rh R JEN3 0 F 10 NOTICE: IFTHE PRINT ORTYPE ONANY IIII � If� lllllll IIIIIII ' IIIII I IIIIIII VIII r I�F�T�III�III�1 IIIIIII VIII I IIIIIII IIIIIII�IIIIIiI IIIIIII IIIIIII I�IIIII I�IIIII VIII I IIIIIII I �I I� I IIIIIII IIIIIII IIIIIII III�IfI J� aZ� aZ004 IMAGE IS NOT AS CLEAR ASTHIS Nc_??I;E, ` 1 I I 14 I j I 6 I l I I I ++ J I TIS No JB ' E U THE QUALITY OF THE_ �:�._�_._..• ORIGINAL DOCUMENT T - 6Z 8Z LZ PIZ 4Z v7, EZ Z i]7. UZ 6T BT L 9t 4T >bt�£[ Zl Tt i 8 8 L 13 4 E Z Itr,�w ���( ��������� (�(�►���� ���� ���� Illl�llllillll IIIIIIIII�IIII �����►��� ���� VIII VIII �I��II►I��I��� ���� VIII IIII��I�I(II►I IIIIIIIII Iil�(flll�llll111 II I I I � 111111 I IIIIIII Illlillllll►Ilillll�►►Ill► II 1 r 1 II I,i ILII IIIIIIIII IWWaI llllll.11l 1111111 lI II�111111111111.111 11 III II u I �� s BT" SIZE (IN,1 DESCRIP110N I i ENGINEERED GRADING NOTES GENERAL 1 41 DOUGLAS FIR 2 16 DOUGLAS FIR .� .. .. �.. . .� 3 28 DOUGLAS FIR 1. PROJECT GRADING LIMITS SHALL BE WITHIN THE PROJECT'S PROPERTY BOUNDARY AND/OR STREET RIGHT-OF-WAY, 4 11 5 11 WILLOW UNLESS OTHERWISE SHOWN ON PLANS. NO GRADING SHALL BE CONDUCTED IN WETLANDS OR OTHER ENVIRONMENTALLY6 10 SENSITIVE AREAS UNLESS SPECIFICALLY SHOWN ON THE APPROVED FLANS. 7 12 OREGONAWHITE OAK 8 9 OREGON WHITE OAK n 2. THE IDENTIFICATION OR REMOVAL OF UNSUITABLE MATERIAL SHALL BE DONE WITH CONSULTATION WITH THL PROJECT 9 32 OREGON WHITE OAK I I I I RETAININGI WALL ENGINEER OR PROJECT'S GEOTECHNICAL ENGINEER. j0 DETAIL 6 POPLAR �� 3. REMOVE AND DISPOSE OF ALL ORGANIC AND/OR UNSUITABLE MATERIALS, INCLUDING TREES, STUMPS, ROOTS, BRUSH, AND 13 7 POOPPLAR ---) --- --- -- I (� I I /O� GRASS IN SUCH A MANNER TO MEET ALL APPLICABLE REGULATIONS. ON-SITE DISPOSAL SHALL BE DETERMINED BY THE PROJECT ENGINEER OR PROJECT'S GEOTECHNICAL ENGINEER. 14 6 POPLAR 5 6 POPLAR16 9 POPLAR i II I i I I r I LL 4. STOCKPILE EXCESS SGL MATERIL ON-SITE AS DIRECTED BY THE PROJECT ENGINEER, PROJECT'S GEOTECHNICAL ENGINEER, 17 B POPLAR OR APPROVED PLANS (UNLESS APPROVED PLANS IDENTIFY EXCESS EXCAVATION IS TO BE REMOVED FROM THE SITE). to 19 10 POOPPLAR I I I 8 I u) 5. THE CONTRACTOR SHALL PROTECT ALL TREES THAT ARE NOT SPECIFICALLY SHOWN TO BE REMOVED ON APPROVED I I I I _ PLANS. RETAINING I I I I I CONTRACTOR TO COORDINATE I L I-- — MOVING OF EXISTING UTILITY Q 1 6 GRADE THE SITE TO THE ELEVATIONS SHOWN W THE DRAWING WITH TF.c NECESSARY ADJUSTMENTS TO ACCOMMODATE (SEE DETAIL SHEET �� I I I I I I POE. THE FINISHED GRADES AS SPECIFIED. SHAPE FUTURE PAVED AREAS PER THE PLANS TO h SUBGRADE ELEVATION THAT WILL ACCOMMuDATE FUTURE BASE RTK AND PAVING. I I ° / N � . 7. STRAIGHT GRADES SHALL BE PUN BETWEEN FINISH GRADE AND/OR FINISH CONTOUR LINES SHOWN, UNLESS OTHERWISE I �� I ° Cu NOTED, FINISH GRADES ARE TO DRAIN AS INDICATED ON THE PLANS. ROUGH GRADING SHALL BE FINISHED BY BLADING AND I I ° RAKING TO REASONABLE SMOOTH CONTOURS WITH GENTLE TRANSITIONS. I I �, II I' I Ln o j I 8. ALL CUT OR FILL SLOPES SHALL BE CONSTRUCTED AT NO STEEPER THAN TWO (2) HORIZONTAL TO ONE (1) VERTICAL I I I I r I 1 , UNLESS OTHERWISE SHOWN ON APPROVED PLANS. \ (Q---- I (� I I y " ° I 3 9. AREAS TO RECEIVE FILL MATERIALS SHALL BE PREPARED BY REMOVING ALL ORGANIC AND UNSJITABLE MATERIALS AND J I I I o PROOF ROLLING. BENCHING MAY BE REWIRED. MATERIAL IN SOFT SPOTS WITHIN PROPOSED BUILDING, PAVED, OR SIDEWALK AREAS SHALL BE REMOVED TO THE DEPTH REWIRED (AS DIRECTED BY THE PROJECT ENGINEER OR THE PROJECT'S L -- �I --- ---- - I I I I I II ° I / GEOTECHNICAL ENGINEER) TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPLACED WITH SUITABLE BACKFILL 10, THE CONSTRUCTION OF STRUCTURAL FILLS AND/OR EXCAVATIONS SHALL BE AS DETERMINED BY THE PROJECT'S 9 1 J1� a co GEOTECHNICAL ENGINEER. THE TABLE BELOW REPRESENTS GENERAL GUIDELINES, CD 11. COMPACTION TESTS AND REPORTS SHALL BE CONDUCTED BY AN APPROVED TESTING LABORATORY. TEST FREQUENCY j I I i _ _ PIP_ j SHALL BE PER RECOMMENDATIONS OF THE PRO,ECTS GEOTFCHNICAL ENGINEER. TESTING TO COMMENCE PATH FILL ACTI'011ES -- — \ AND AS A MINIMUM, ONE TEST WILL BE TAKEN FOR EVERY SOD CUBIC YARDS PLACED. \ C F DUSTY CONDITIONS EXIST, THE PERMITTEE SHALL APPLY A FINE SPRAY OF WATER ATCONTROL THE DUST. EON THE SURFACE O d 12. I 13. ANY CHAN';E Tn THIS GRADING PLAN MUST BE APPROVED BY THE PROJECT ENGINEER AND THE CITY. S I j I I I II I / 1 II I 14. ALL EXISTING UTILITY FEATURES (VAULTS, BOXES, MANHOLES, ETC.) IN CONFLICT KITH THE PROPOSED GRADING PLAN SHALL BE RAISED OR LOWERED ACCORDINGLY. I I I I I I I'ItyT� d v 15. FINISHED GRADE CONTOURS SHOWN ARE APPROXIMATE FINAL GRADE ELEVATIONS. 16. 6 SPRINGS OR GROUNDWATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL AND CIVIL ENGNEER OF THE CONDI110NS FOUND AND COORIONATE HIS ACTIVITIES IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME REVIEW THE SITUATION AND PREPARE A PLAN TO PROPERLY MITIGATE THE WATER ENCOUNTERED. I I II 1 I I I II I I I Ov I ON ADDITIONAL NOTES: 1. ALL SURFACES SHALL BE GRADED SMOOTH AND FREE OF IRREGULARITIES THAT MIGHT ACCUMULATE SURFACE WATER. II 2. ALL CUT AND FILL AREAS (PROJECT SITE) -.TALL BE STRIPPED OF SOD AND OTHER NON-STRUCTURAL MATERIAL f1II;I I �(j GIN (DEPTH 1't). STRIPPINGS SHALL BE HAULED OFF SITE. MM W 3. FINISHED GROUND CONTOURS SHOWN ARE APPROXIMATE. AASHTO T-99 SOIL COMPACTION GUIDELINES MIN. COMPACTION , ° ° a I L _ _ —I— AASTO T-99 IMPORT GP.ANULAR '/ APPLICATION NATIVE SOILS F1'_ /f // ° t E R/ BENEATH FOUNDATIONS 929 955 BENEATH FLOOR SLABS 927 955 BASE ROCK LAYER --- 955 UTILITY TRENCH BACKFILL EXISTING CONTOURS —too- - (2 FT. INTERVALS) l UPPER 3 FEET BENEATH PAVEMENTS, SLABS, OR STRUCTURES 92% 955 I � \v , FINISHED GRADE CONTOURS —100— (2 FT. INTERVALS) I \ I \ /�� BELOW 3 FEET BENEATH PAVEMENTS, SLABS, OR STRUCTURES 90% 905 IN LANDSCAPED AREAS ABOVE PIPE ZONES 887. 885 DISTURBANCE LIMITS / W ■ � � � ■ / n BENEATH PARKING AREAS 927. 955 I � � d % " � -��`� ` -1� \ ��" /' (b /\ ti EXISTING TREE TO REMAIN � � � _ EX R/W NOTES: \7� ;� / � (� ��21,1 q Z / - \ 1) WHERE CONFLICTS OCCUR BETWEEN VALUES, THE HIGHER PERCENTAGE SHALL GOVERN. EXISTING TREE TO REMOVE x Jr-^`� \ 2) IMPORTED GRANULAR FILL AND IMPORTED SOIL FILL SHOULD BE APPROVED BY THE ENGINEER PRIOR TO DELIVERY. — q I 3) USE LIGHTWEIGHT, MANUALLY GUIDED COMPACTORS WITHIN 3 FEET OF EMBEDDED WALLS. TREE PROTECTION FENCE •--t--+— I. \ �I \ �` II I } 4) ENGINEERED FILL SHALL BE COMPACTED IN HORIZONTAL LIFTS NOT EXCEEDING 8 INCHES USING STANDARD COMPACTION EQUIPMENT. 1 I ,.,� 1 I0 161 14 5) STRUCTURAL FILLSHALL INCLUDE ALL AREAS RECEIVING A HARD SURFACE. THIS INCLUDES ALL AREAS WITHIN THE STREETS OR BOBBING ENVELOPES. GRAPHIC SCALE - r--- -- - -- - I 1 I ( IN FEET ) ` STREET 1 Inch = 10 fl. W BAYLORI Bavio,St, 6855 PLM2001-00234 4 o +0 REVISIONS: DESiGNTiP ` AHH DRAWINQ NO, EI -04 � --- ENGINEERING • PLANNING •SURVEYING • FORESTRY DRAffi BL JGN SCALE AS NOTEDR p01 s JOB NUMBER LICENSED IN OR, WA h AK CHECKED BY. BAYLOR COURT' 7 97- 094 GRADING PLAN 13910 SW GALBREATH DRIVE, SUITE 100 SHERWOOD, OR 97140 ESUNGER dUILDERS, INC. TIGARDOREGON SHEET ENCINEEaINc 8 EatEswv PHONE: (503) 925-8799 FAX: (503) 925-8969 PREPARED FOR: 11575 SW PACIFIC HWY PMB 160 ¢ N �, TIGARD, OR 97223 SECTION 36 (TIS-RTW, WM) TAN IOTS 1300 AND 1400 R. J6 � 4 OF 10 Es 3/30/01 NOTICE: IF THE PRINT OR TYPE ON ANY u1 . I II�III IIIII IIIII '(i t1fI ' 1 1 II I 111 I t11% II I 111 111 ��-ThT INTI 711111 111 I g�1 IJI a91 004 IMAGE IS NOT AS CLEAR AS THIS NOTICE, }b I }1 I 12 IT IS DUE TO THE. QUALITY OF THE Hes e•72ar- ORIGINALDOCUMENT L L ®L LL L L L S LI� IL I L t Bt I L t Rt24X T LT LTI l i TI 9I Y I e L t Mil IIII IIIIIIIII IIIIIllII IIIIIIIII IIIIIIIII IIIIIIIIl1WIllll IIIIII Illl�lll II. Illi illll�ll IIIIIIIII IIII�III IIIIIIIIIIIIIIIIIII IIIIIIII IIII�IIII IIIIIIIIIIII IIIIIIIII Il Illi ullVll 11111110111 I, IIII IIII IIII IIII un uu IIII IIII IIII IIII Iui� I EXISTING DRIVEWAY - 1 CONSTRUCT 1/2- TO MATCH WIDTH & GRADE 3/4' RADIUS LIP I -- -- f--CONSTRUCT DRIVEWAY APRON ND A R/W LINE I VIERTICAL BREAK AND --;----:- •a 1_ . • • R/W DEDICATION ' /-- SEE NOTE 4 ° • ' TO 31) HALF-WIDTH R/W . � I EXISTING GUTTER• F ° SEE NOTE 3 PAVEMENT ° •° •• ' _ TIN ELEV.=316.17 - -- ------ -- ---- -- I _ SECTION -�-- SEE / --- - --2" OF 3/4"--C" COMPACTED AGGREGATE r 4 2% SEE NOTE 2 NOTE 3 2% CURB AND GUTTER TW ELEV.=316.17 7'S --) 4.50 SIDEWALK EDGE OF AC (TYP.) I I -SEE NOTE a 0.5' BETWEEN BASE OF WALL ,--AC ELEV=317.16 AC ELEV=316.79 � I A AC ELEV.=317.79 I CONSTRUCT 1/2" To :7 AND PROPERTY LINE (TYP.) ---- `O� 2 4R ELEV.=317.89 ----- - -_ -- 3/4' RADIUS LIP --�- f- 10' MIN SAWCUT MIN 2' b I d I 4 1 FROM FACE OF CURB PLAN -- CONSTRUCT DRIVEWAY APRON 5.5 6 EXTRUDED CURB TYP. -- ---- ------• 21.55' I I a d RETAINING WALL , -'�`` °• -' I 7.5' - 1 (SEE DETAIL SHEET 7) I I EXISTING ' '' ► , C C I IW ELEV=322.16 I �� PAVEMENT ro - ' I I STREET - 29 -, 3 sEcnoN _ ° p .° �h _ -- -CONCRETE ELEV.=317.47 ` ELEV.=317 59 -�`� - - -6- �--2" of 3/4"-0" COMPACTED AGGREGAT` I WHEELSTOP 6 XP ' BIKE NG 2" of AGGREGATE p STANDARD CURB RETAININC WALL (TYP•) I SECTION A-A 13/4" ") COMPACTED 4 (SEE DETAIL SHEET 7) 3� AC ELEV.=317.05 6" X 6" 10 GA MESH I ( I a y AC ELEV.=317.24 ( I 1 Ln SEF. NOTE NO. 4 NOTES: 1--- (! Ln 24 - - -- - ELEV.-31?.39 Q` 1 1.0% I a I m 1. SAWCUT THROUGH GUTTER PLATE SHALL BE MADE AS CLOSE AC E_EV.-316.45 -AC ELEV.-316.07 I I 0 NOTES: 10 CURB FACE AS POSSIBLE. FENCE (4' HIGH RAIL) C 1 CONCRETE COMPRESSIVE STRENG"H SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. 2. COMPLETE CURB AND 3UTTER SHALL NOT BE REMOVED UNLESS I - L 9' d I ( v DIRECTED BY THE ENGINEER. I 2.0X 4.1% _- o CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIJ. ALONG BACK OF CURB. 3. WHEN STRAIGHT CURBS ARE REMOVED, A MINIMUM OF 2 FEET --� r �E�V.=3f7.y7�1 ( a I � " IMPREGNATED OF PAVEMENT FROM THE FACE OF CURB SHOULD BE REMOVED I TW ELEV.=321.58 I 3. EXPANSION & CONTRACT ON JOINTS SHALL BE 1/2 PREMOLDED ASPHALT AND REPLACED. % '� �/ MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. I i I AC El_EV.=317.04 ELEV,=317.73 d 14.25 I z. WHEN ENTIRE GUTTER PLATE IS REMOVED THE EXISTING I I 4 6'" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. PAVEMENT S'TALL BE CUT BACK AND A 6" MONOLITHIC CONCRETE I _ _ __ v ( d 0 BENCH SHALL BE CONSTRUCTED WITH THE NEW GUTTER TO PROVIDE ` _ SUPPORT UNDER PAVEMENT. TW ELEV.=316.17 ELEV.=317.42 I v SEAL i C 4.34' 18.50 ELEV. =311.42 I 1 01 5. AFTER CONCRETE HAS CURED, JOINT. - I 4 _ v -� 5.25' r-- 1 I _0 14 d � A,'lROVCO or. �- NO SCALE ARRDvm my. NO SCALE I '_.._-. _-....-. C AGUSTIN P. DUENAS AGUSTIN P. DUCNAS TW ELEV.=315.50- I o 1 ENGINEERING DEPARTMENT - ENGMEERING DEPARTMENT CURB KNOCKOUT DWG. NO. I� I STANDARD DWG. No. p,r TNorQ7 ^ 2' II / I j s,te s,E HALL eFw an cbaNtu y Ijh+y,'�'• 1GAR0 Ob[DUN 97U3 --- k'• 13'(1.A�Iga U3 MARCH ,oae ____ FOR DRIVEWAYS I " . .O¢ (EW)).•7M-•,7, PARCH ,o>ae DRIVEWAY ,A,< (eaJ)"-1x77 4J _ T A1L (5D3}664-- 297 1 4 2 APPROVAL DAFT I, CITY OF TIGARD ----__ - ------ I CJTY OF TIGARD - --- ^- �.�, APPROVAL DALE l �a I COMPACT PARKING -v it STALL (TYP) I I 8.0' X16.5' CURB JOINT _ r- - C14b-t 24' I ----- 5' MIN. ----- SEE NOTE 5 ROW 4 a LAJ I / 5 R/W 0) COMPACTED SUBGRADE I d DEDICATION 2% b . ., 3.5% PROPOSED BUILDING ROAD - 3 OF ASPh ,I TIC CONC. ODOT CLASS C 2'0 � I o s_ - MIX L2 1ST F.F. ELEV. = 317.50 z � - - � ELEV.=329.46 �- • b b - - = C I Q _1 - 2 OF 3/4"-0 CRUSHED LEVELING COURSE TW EL[V. 515.50 r -_ __ 2ND FF ELEV. 329.50 a•. -.- I 74' FOOTPRINT = 2,835 S.F. _ I ELEV.-329.95 2" OF 3/4"--0" BASEROCK 6" OF 1 1/2" -0 CRUSHED BASE ROCK / W COMPACTED SUBGRADE ____ COMPACTION FOR AGGREGATE BASE, LEVELING COURSE, AND SUBGRADE SHALL AC ELEV.-315.37 AC ELEV=314.99 MEET 95�� OF MAXIMUM RELATIVE DENSITY BASED ON AASHTO T-•99. ! ` ELEV.=329.50 I 0) ASPHAL[ CONCRETE SHALL BE COMPACTED TO 91% OF RICE DENSITY PER ` TW ELEV.==314.833 AC ELEV.=315.80. 10' 7 1 p) SIDEWALK ADJACEN T TO CURB _ _____ _._ ..__ �_.- �' AASHTO T-209. ELEV.=329.50 /� �a -ELEV.=329.91 41' MIN. --- ROyy TYPICAL PATH SECTION STD. PARKING I In STALL (TYP) ! ' W 6" - NO SIGNS 6' SIDEWALK ,, � 10.0 X 18.5 ;� z � T - ���. >_ - _ ELEV.=329.42 ROAD O J� 2" of /a"-o" BASEROCK EXTRUDED CONCR� TE CURB i C / AC ELEV.=315 48--.- COMPACTED SUBGRADE SET IN MASTIC Il I 4 -4 8" ASPHALT PAVEMENT ON �---•'- - ---- - - ----- CB RIM ELEV.=314.50 " N r SIDEWALK AWAY FROM CURB ►+6I 6 COMPACTED GRAVEL PAD I I I m U ES. , I C ELEV,=314.G1 � �•� I I QD rn 1 CONCRETE SHALL BE 3000 P.S.I. AFTER .8 DAYS, 6 SACK MIX, SLUMP RANGE Y _'_.-__-.Y� Q . AC ELEV.=314.81 8' 12' I I OF 1-1/2" To 3 . DIS, OSAI_ STORAGE __ �-AC ELEV.=314.55 [3 AREA CONCRETE PAD. j(FENCE PER CITY OF TIGARD d PAD ELEV.=314.28 4.2916 ° 4 2' 2. PANELS TO BE 5 FEET LONG. EXTRUDED CURB SECTION _ - - I GRAPHIC SCALE VISUAL REQUIREMENTS.) d 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, 10 2 �� _ _ .=317.42- UTILITY VP,ULTS, WHEELCHAIR RAMPS, & AT SPACIN' NOT TO EXCEED 45 FEET. NO SCALE I � AC ELEV.=315.00 ELEV38' v _ _ I 4 FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE 20 0 10 20 TW ELEV,=314.83 1 I - 24' ELEV.=317.42 1 CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE ?AC ELEV.=-3113.92 CURB IS USED OP. IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. - ■ OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS O 4 INCHES. PAD ELEV.-314.38 AC ELEV.=314.89 cJn / AC ELEV.=312.99 d R. DRAIN BLOCKOIITS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER ( IN FEET ) PAD ELEV.=314.08 �� I PLASTIC PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. 1 inch - 10 ft. / ,-�� , SW ELLV.=314.79-\ 6' SIDEWALK / I-SW ELEV.=312.54 APPROKL BY; - - NO sr_ALE38" -__--_-_..___ "HUNTCO" BR5 BIKE RACK v ELEV.=316.06 AGUSTIN P. DUENAS _ 2 3/8" O.D., 2" I.D., 0.154" WALL _ v _ _ _ _ _ _ _ _ ENC GINEERING SPARTMUIT --- --- ---- CONCRETE DWG NU 4 3125 5.» 4N1 e1.w aTY rNUHEER - ASTM A53 SHEDULE 40 STEEL_ PIPE. STANDARD DRIVEWAY - 9(IARD,OREGON 07223 l r V'," (503 030-4171 M7: (903}0M-7207 AVPROVN.DA1F 120 6SIDEWALK MARCH 1998 SIDEWALK CITY of 11CARD - --------- I ' d / (,TITTER ELEV.=514.65 GUTTER ELEV.=312.15 36" SURFACE FLANGE d PER MANUFACTURES 4 4 TRANSITION FROM EXISTING , SPECIFICATIONS 5' SIDEWALK 000 (MATCI•, EXISTING) • n I BIKE RACK .I w SCALE Baylor Str.6855 I %9W BAYIL.OR STREET PLN12001-00234 5 of 10 IJNLD DY: AHH R G N .: E1-- � PSV RIVISIONS: - -- ----- - ------ LNGINEERING PLANNING •SURVEYING • FORESTRY Y: JGN SCALE: �G / JOB NUMBER BAYLOR 97 - 094 LICENSED IN OR, WA & AK CHECKED BY: KR RAWING NERATED Y COURT 1.3910 SW GALBREATH DRIVE, SUITE 100 DIMENSIONED ITE PLAN SHERWOOD, OR 97140 `� . ;� - SHEET - E.JLINGER BUILDERS, INC. TIGARD OREGON -_- - ----- ENGINEERING do FORESTRY PHONE. (503) 925-8799 FAX: (503) 925-8969 PREPARED F(JR� 11575 SW PACIFIC HWY PMB 160 TIGARD, OR 91223 SECTION 36 (TiS-[ 1, WA1) TAX LOTS 1300 AND 1400 H R ��`�' S OF �� EXPIRE I/ao/ol NOTICE: IF THE PRINT OR TYPE ON ANY I I I I I l f IIIIIII III III VIII I IIIIIII ill I I I I I I I I I I I I l f l l l I I I I I I I I I I I I I I I I I I I I I l l I I I I I I I'I I I I I I I VIII I IIIIIII I I I I I I I IIIIIII l l l l i I IIIIIII III I I I I I I I I' I l l l l l l l l l l l l l l VIII I (��, , a�� �004 IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I 1 I G I •3I 4 5I I Fj I �j I 8 IT IS DUE TO THE QUALITY OF THE N^36 0` ORIGINAL DOCUMENT J 1 - £ 6Z HZ LZ 9Z S7. iNZ £Z ZZ I7, UZ ETI bfl LT 8t �t 6T SI 7.i tT ( T fi I 8 L 9 9 I £ I Tz ivluJr l � 1 ( 1 � l �IIII ILII ILII ILII ILII II!I�lill ILII IIII�II.II ILII 11 hill 11II Ilil 11I! ILII Ill I�III111II ILII ILII IL111111 IIII!IIII�IIII IIII1IIII ILII IIIIIII) ILII ILII ILII IIII�I!IIIIIII�IIII I�II�IIII ►III IIIIIII► IIIIIIIII ►lul�;l� 11►���111 IIIll1 L'Ulll11W1111�111ll11� !IuIIIIIINIII STORM DRAIN NOTES: STORM NOTES: 1. TRENCH EXCAVATION SHALL CONFORM TO A.P.W.A., DIMSION III, SECTION 301.1.01, AND /� jr SHALL BE CLASSIFIED AS EITHER ROCK OR COMMON EXCAVATION. ALL EXCESS MATERIAL FROM o/ POTHOLE TO VERIFY LOCATION, SIZE, AND TYPE OF EXISTING STORM LINE (ASSUMED I a THE TRENCH EXCAVATION SHALL BE DISPOSED OF ON AN APPROVED SITE. IE 24' PIPE = 309.13). INSTALL 48' SHALLOW MANHOLE. RIM ELEV. = 311.63, IE I % 2. ALL STORM PIPE WITH THREE-F001 MINIMUM COVER SHALL BE ADS N-12 (OR EQUIVALENT) IN (24' E) = 309.13, IE OUT (24' W) = 309.13, IE IN (6' N) = 309.33. I / WITH WATERRGIT GASKETS UNLESS OTHERWISE NOTED. CONCRETE HEADWALLS/TREATMENTS ARE O INSTALL 48' MANHOLE (SEE STORMWAR:R FAgLItt DETAIL SHEET B). . NIM ELEV REQUIRED FOR ANY EXSPOSED ENDS. ALL STORM PIPE NTH LESS THAN THREE-FOOT COVER I SHALL BE PVC C-900/C-905 PIPE WITH WATER TIGHT GASKETS. 314.9±, IE IN (12' N) = 310.77, IE OUT (6' S) = 310.77. I I / O 3. ALL PIPE BEDDING AND BENCH BACKFILL WITHIN PAVED AREAS OR CITY RIGHT OF WAY 2 3 INSTALL CATCH BASIN STORM FILTER (SEE DETAIL SHEET 8); RIM ELEV. = 314.50, SHALL BE CUSS B, PER CITY OF RGARD STANDARD DRAWING 180. SUMP EtfV. = 310.77, IE IN (6" E) = 313.00, IE OUT (6' W) = 312.27. 4. SUBSEQUENT SETTLEMENT OF THE FINISHED SURFACE WITHIN THE WARRANTY PERIOD SHALL I r BE CONSIDERED TO BE A RESULT OF IMPROPER COMPACTION AND SHALT. BE PROMPTLY ® 6' C900 STORM UNE STUB FOR BUILDING ROOF DRAIN CONNECTION, IE = 313.45, -- REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. EXTEND PER UBC/UPC REQUIREMENTS. 5. PROJECT ENGINEER RESERVES THE RIGHT TO ADJUST GRADES OR ALIGNMENT TO I� j ACCOMMODATE OTHER UTIUTIES AS REQUIRED; SUCH ADJUSTMENTS OR REVISIONS SHALL BE 05 6' CPP STORM UNE STUB FOR BUILDING FOUNDATION DRAIN CONNECTION, IE I REVIEWED BY THE CITY OF TIGARD ENGINEERING STAFF, AND APPROVED PRIOR TO 311.69, EXTEND PER UBC/UPC REQUIREMENTS. ° B' WAT COMMENCEMENT OF WORK, 6. ALL MANHOLES LOCATED IN UNIMPROVED EASEMENTS AND RIGHT-OF-WAYS SHALL BE © EXISTING STORM MANHOLE, RIM ELEV. = 327.82. IE IN (18" N) = 318.42. IE IN (18' PROVIDED WITH TAMPER-PROOF UDS, AND SHALL BE 0.5 FEET ABOVE FINISHED GROUND AND N) = 320.98, IE IN (18' E) = 318.69, IE IN (18' S) = 321.02, IE OUT (24' W) MARKED WITH A MARKER POST, UNLESS OTHERMSE NOTED. O 318.32. jJ 7. ALL PUBLIC STORM SEWER SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH UNIFIED JI lul I I I SEWERAGE AGENCY DESIGN AND CONSTRUCTION STANDARDS. 7 UNDERGROUND DETENTION TANK, 36" CPP, L - 90.00'; SEE STORMWATER FACIUTY / q DETAIL SHEET B. ` 08 6' CPP STORM UNE STUB FOR BUILDING FOUNDATION DRAIN CONNECTION, IE t; 312.9U, EXTEND PER UBC/UPC REQUIREMENTS. u rl --- -� ° 5 SANITARY SEWER NOTES SANITARY NOTES: ° 4 4 1. ALL PUBLIC STORM SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH UNIFIED SEWERAGE 1 EXISTING SANITARY MANHOLE RIM EJ.EV. = 327.36, IE IN (8' E) = 322.94, IE IN ( r I Cu AGENCY DESIGN AND CONSTRUCTION STANDARDS AND WASHINGTON COUNTY UNIFORM ROAD 0 (8' N) = 322.28, IE OUT (8'S1) = 318.76. �7� I / IMPROVEMENT DESIGN STANDARDS SUBSECTION 220.3 "HYDROLOGY AND 220.4 'HYDRAUUCS'. ;AT E 2 2. TRENCH EXCAVATION SHALL CONFORM TO A.P.W.A., DIVISION III, SECTION 301.1.01, AND SHALL O EXISTING SANITARY MANHOLE /2, RIM ELEV. = 331.16, IE IN (8' E) = 324.97, IE OUT Ln r -./ �� 6' WAT BE CLASSIFIED AS OTHER ROCK OR COMMON EXCAVATION. ALL EXCESS MATERIAL FROM THE (8' S) - 324.65. 6' CPP, L=29,86 TRENCH EXCAVATION SHALL BE DISPOSED OF ON AN APPROVED SITE. -- - - _--- S-0.020 3. ALL PIPE BEDDING AND 'BENCH BACKFILL SHALL BE CLASS B. PER CITY OF TIGARD STANDARD O3 6" SANITARY LATERAL., IF. (0 MAIN) - 323.6f, IE (0 END LATERAL) - 323.92; SEE I 3 DRAWING 180. SANITARY DETAILS ON SHEET 9. II l a 4. SUBSEQUENT SETTLEMENT OF RIE FINISHED SURFACE WITHIN THE WARRANTY PERIOD SHALL BE - L Ip CONSIDERED TO BE A RESULT OF IMPROPER COMPACTION AND SHALL BE PROMPTLY REPAIRED BY oN THE CONTRACTOR AT NO EXPENSE TO THE OWNER. 7 / 1 5. PROJECT ENGINEER RESERVES THE RIGHT TO ADJUST GRADES OR ALIGNMENT TO ACCOMMODATE 8 / 1 OTHER UTILITIES AS REQUIRED; SUCH ADJUSTMENTS OR REVISIONS SHALL BE RENEWED BY THE e Cltt OF TIGARD ENGINEERING STAFF, AND APPROVED PRIOR TO COMMENCEMENT OF WORK. 6. ALL SANITARY SEWER PIPE WITH THREE-FEET MIN. COVER SHALL BE PVC (ASTM D 3034, SDR L , =34' SAN ~ 35) UNLESS OTHERWISE NOTED. ALL SANITARY SEWER PIPE NTH LESS THAN THREE-FEET MIN. I I 6 .76 I COVER SHALL BE PVC C-900/C-905 UNLESS OTHERWISE NOTED. S=0.010 N� m ' 7. ALL MANHOLES LOCATED IN UNIMPROVED EASEMENTS AND RIGHT-OF-WAYS SHALL BE I I / 3 j PROVIDED WITH TAMPER-PROOF UDS, AND SHALL BE 0.5 FEET ABOVE FINISHED GROUND AND ---- --- .--- MARKED WITH A MARKER POST, UNLESS OTHERWISE NOTED. I 4/ ° L w lul I I 't/ °' W WATER SYSTEM NOTES WATER NOTES: �11 I /111 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE TIGARD WATER DISTRICT STANDARDS: THE INSTALL 6" TAPPING SADDLE WITH THRUST BLOCK AT E%IS11NG 12' WATER MAIN, IIL_ILJI ° I I I I m OREGON STATE HEALTH DIVISION ADMINISTRATION RULES, CHAPTER 333, A.W.W.A, AND A.P.W.A. - ° / ( C STANDARDS. 1❑ ° in 2. WATERLINE SHALL BE DUCTILE IRON PIPE CEMENT-MORTAR LINED AND SEAL-COATED AND ❑2 6'%6'%2' TEE SECTION. :yq� SHALL CONFORM WITH ASTM 536, AWWA C151, AWWA C104, AND AWWA C111. WATERLINES NEED TO �S � a. 1 � d BE TYTON DONT PIPE. 10-INCH AND SMALLER SHALL BE CLASS 52. 12-INCHES AND LARGER �3 INSTALL 1 1/2" WATER SERVICE METER AT BACK OF SIDEWALK; SEE METER DETAIL 4 I / I I o SHALL BE CUSS 51. WATERUNEG SHALL CONFORM TO ANSI A21.6 AND ANSI A21.11. ON SHEET 9. L=8.55 ° 3. ALL PIPE SHALL HAVE MINIMUM COVER OF 36 INCHES BELOW THE FUTURE FINISH GRADES IN 5=0.261 rl EASEMENT` AND STREET RIGHT-Of-WAYS 4. GALE VALVES SHALL BE DOUBLE DISK TYPE WITH ® INSTALL 6' DOUBLE CHECK DETECTOR VALVE ASSEMBLY; SEE VAULT DETAIL ON 3 I // I I [ RESILIENT SEATS PER AWWA C-509. BUTTERFLY VALVES SHALL CONFORM TO AWWA C-504. SHEET 9. 5. COPPER TUBING SHALL BE TYPE 'K' SOFT OR POLYETHYLENE MUNICIPLE SERVICE TUBING FORI q / I GN 1" AND LESS SERVICES. ❑5 FDC )NNECTON FROM BACKFLOW VAULT. -'- - - - r .o 6' PVC C900, L=22.68 / M 0T 6. ALL WATER METERS ARE TO DE INSTALLED BY TIGARD WATER DISTRICT (TND). © INSTALL 1' LANDSCAPE IRRIGATION STUB-OUT WITH IRRIGATION DOUBLE CHECK S--0.020I I I mow/ i 7. ALL TEES, BENDS AND BLOW-OFF LOCATIONS SHALL, UNLESS OTHERWISE NOTED, HAVE A ASSEMBLY; SEE DETAIL SHEET 9. �t ■ al POURED-IN-PUCE CONCRETE THRUST BLOCK CONFORMING TO TWD STANDARD DRAWINGS. llllll_ S �/ 1 o 8. ALL PIPE BEDONr 'O TRENCH BACKFILL SHALL BE PER TWO STANDARD DRAWING DETAIL 10. INSTALL FIRE HYDRANT. - - '"� 6' CPP, L=31.21 % / ) 9. ANY CROSSING OF WATER MAIN BY SANITARY SEWER SHALL BE MADE AT APPROXIMATELY 90 S=0.020 DEGREES AND HAVE 18 INCHES OF VERTICAL CLEARANCE OR SANITARY SEWER SHALL BE //� -------- ---- J CONSTRUCTED OF DUCTILE IRON WATER PIPE WISH WATERTIGHT ARTS FOR A DISTANCE OF GRAPHIC SCALE a - ) 9 FEET FROM BOTH SIDES OF THE WATER UNE AND ENCASED IN CONCRETE. / /� � I 3 10. JOINT DEFLECTION ALLOWED ONLY NTH THE APPROVAL OF THE PROJECT ENGINEER AND CITY 20 0 10 20 ' --L� _ __.-L op / uY / m i 11. THE VALVE STEM FOR BUTTERFLY VALVE SHALL BE LOCATED ON THE STREET CENTERUNE SIDE OF THE WATERUNE UNLESS OTHERWISE NOTED ON THE PLANS OR DIRECTED BY CITY INSPECTOR. 2 ---_"_ ° 4 12. HYDROSTATIC TESTS: THE TEST SHALL CONFORM WITH AWWA C 600, SECTION 4 WITH THE ( IN FEET ) FOLLOWING MODIFICATIONS, THE TEST DURADON SHALL BE 60 MINUTES AT 150 PSI WITH ZERO 1 inch = 10 1t. / s d 4 ° ° ° i LOSS. DISINFECT THE LINE AFTER PERFORMING HYDROSTATIC TESTING. 13. DISINFECTION: PIPELINES SHALL BE FLUSHED AND DISINFECTED BEFORE PLACING INTO i 1�l 14 / SERMCE, AND AF0 PERFORMING HYDROSTATIC TESTING. DISINFECTION SHALL CONFORM WITH AWWA C 651. DISCHARGING OF THE HIGHLY CHLORINATED WATER USED FOR DISINFECTION SHALL NOT BE DISCHARGED INTO SURFACE WATERS. APPUCABLE FEDERAL STATE, AND LOCAL REGULATIONS CONCERNING DISCHARGE SHALL BE FOLLOWED. 14. PRIOR TO TAPPING INTO THE EXISTING WATERUNES, THE CONTRACTOR WILL CONTACT THE I / RGARD WA'LR DISTRICT. i? / EX 24' STM -sm- - - -em- - - -sm ❑ 1 I 4^ � o % I " I I EX 8' SAN i I I SW BAYLOR STREET � , - --- - - - -- - � - i EVISIONS: I l-06 Bevlorst, CMM p - PLM2001.0023a -- ENGINEERING PLANNING -SURVEYING - FORESTRY , _AS Bm 10 � yi�ec'IN '� JOBNUMBER _ UTILITY �I�h I ���� , LICENSED IN OR, WA & AK BY: BAYLOR COURT ,�(,7 T.9 � 9 7- 094 I il( 13910 SW GALBREATH DRIVE, SUITE 100 V _ SHERWOOD, OR 97140 ESUNGER BUILDERS, INC. TIGARD OREGON SHEET - - LNaN[[Rwc a [oR[swr PHONE: (503) 925-8799 FAX: (503) 925-8969 PREPARED FOR: 11575 SW PACIFIC HWY PMB 160 ,fF 'kr INF N-� RGARD, OR 97223 SECTION 36 (TIS-RiW, WM) TAX LOTS 1300 AND 1400 R, Jh OF 10 EXPIRES 6/30/01 NOTICE: IF THE PRINT OR TYPE ON ANY T(f(I III VIII IIIIIIIIIIIII�t111I111I11111 �T(8111 riI'Itt4IfI'Tll)Tf111rIIII1IIIT)TIIL ITIIIIJI(llTfi/IIIII1I1I1)Ih�llllll)ITIIIII� II�I1I111)1t UlI)IIITIII�TI1111111111111 I ftla all? � JO1-j IMAGE IS NOT AS CLEAR AS THIS NOTICE, II h1 II I I I I B I I I I 11 1 Ml IT IS DUE TO TAE QUALITY OF THE N>W a_'eAfp-• �R ORIGINAL DOCUMENT n8 g- 8 8 18 B K 181 8t 6t I t •tW1t- 24X 6t t t 8 6 0 9 C 8 [ mI uulull uullm uuluu uullm uuluu uulm) mluu mluu uldm)uu�ul uuluu uu�m mdmi Im uu ulhm mlhm uuluu uu6m mlllm lull uulml m lu I III Iwilm 15 1.0-all - - - - ---- .. -- 58.50 --- ---- - ----- ----- - -- ---- - --- ---33.75 -- -- --- - - _ -------- -5.25- TOP ------_.. 36.75- --- -- - 5.25 TUP OF CURB � � D / 6" EXTRUDED CURB FINISHED GRADE AC Tip OF WALL u TOP OF WALL rELE`i. = 314.8:3 ' 320 - -ELEV. = 316.17 TOP OF WALL „ ELEV. = 315.50 6 EXTRUDED CURB ----- -----------'--r- - ____----- - -- - -- - -- ----- - _--- 0+50 ---_ \77l _ - _ 0+00 �` r - - - - - - r - - r-�-- -,- - I �� + :i-- -1 ^L -`- - T." ---r-i--1 -i-r� r- --- -r- - r_ _IIJ_ - -- __------------- ------ --.T _ _®—_�. _— ---+�-- _ _- - — t_m 310 -. . ._.._.; .`�. -- r_.... ,.. '.�._..._... -+ r _........1._..1 _ ._.. �. .-- .=._ "t y _ — - STRATA-300 BOTTOM OF WALL I GEOSYNTHETIC REINFORCEMENT BOTTOM OF WALL _. .. .._......._.__....__.__.... ...._.__.-•............ .._.._....._........_....._.._. ..... _.._...___.._....._ __.-..----. _ ..... ELEV. = 309.83 _ , r........:._ : . :: �. -. ......._-................... . (6' GRID LENGTH TYPICAL) ELEV. 309.,7 _..... _. ._ ..........___: .:::::::. :::... :�::-........__...... .....__........__...._...... _._.........._-- ; EXISTING GRADE l ....... _. _ ........ ........— s, / 300 I--- I -- -1- - -- ----- -------._. . _l --- --- - - --- 1---------------- - - - --L _ - —- --- - --� �' I � • j I I I I t +,l 1+00 1+50 % � I I _......-... ............................................................... .....,. PROFILE SECTI❑N A--A' ! �� -- "A SCALE+ HOR 1'=10', VERT 1'=10' --39.00________ TOP OF CURB .............................................................. ........................................................... :�..._. r FINISHED GRADE AC a ;' I ;• TOP OF WALL 6 EXTRUDED CURB 6' SPACING 320 ELEV. = 316.17 BETWEEN POSTS EXISTING GRADE %,� 4,/ ;.' •' �''�— -7— —r I f f' �.... I I 4 IMPERVIOUS �'` I-.�:�t- -'- �- -1 FILL 6 DEEP •-� � ?- :% RAILING GROUTED INTO I _ 310 - :=.: .J_........... ........ .:�It� (J .1 , I ,--GEOSYNTHETIC REINF-ORC,EMENT CELLS OF UPPER THREE STRATA-300 I ;/ Sc E PR❑FILE DRAWINGS FCR -- r COURSES, MAX GEOSYNTHETIC REINFORCEMENT �-f'._.�, I /1 \\2`� LENGTH, TYPE, AND SPACING (6' GRID LENGTH TYPICAL) BOTTOM OF WALL 4 RAIL FENCE % ELEV. = 309.83 CAF UNITS / // / o ' "\/ ................... :. .�`-............................r....... / 300 .. .... - .____...... KEYSTONE WALL I / / �` .._........_.-_.........._......_......_ . . .............................................. I STANDARD UNIT")' 0+00 0+50 (1.25' SETBACK/BATTER) � I RETAINED BACKFILL ......1...... I ,- =1 11=I I PROFILE SECTI❑N B—B/ ; - I I l I i—III- SCALE, H❑R 1'=10', VERT 1'=10' I �; DRAINA-IE AGGREGATE , 24 1/2' II—�I , I I n ❑PEN GRADED 1 1-I RETAINING WALL CONSTRUCTION NOTES. MIN. 3/4'-0' GRANULAR REINFORCED BACKFILL COMPACTED 95% OF MAXIMUM 1) WALL BATTER SHALL BE 1 1/4' PER 8" BLOCK. _- STANDARD PROCTOR DENSITY � ��_ n .___......_..................._._._._--_.--_-•---- `� 2) CLEAN DRAIN ROCK (2"-112' OPEN GRADED) SHALL BE PLACED ADJACENT (BEHIND) TO THE WALL FOR A kVNIMUM OF 24" MEASURED FROM THE \- APPROX. FACE OF THE WALL. EXCAVATION LINE 3) BACKFILL REQUIREMENTS: I AMOCO 4545, AN MATERIAL SHALL BE FREE OF ANY ORGANIC MATERIAL. _^__ Y� -___ ___ I TREVIA 1120 _ � . GE❑TEXTILE ❑R B) BACKFILL SHALL BE COMPACTED TO 95�o OF THE MAXIMUM DENSITY AS DETERMINED BY (� I ,1,; _ .::a••�' ''' / APPROVED EQUIVALENT AASHTO T-180. I I C) CONTRACTOR SHALL NO ENGINEER IF UNSUITABLE SOILS ARE ENCOUNTERED DURING WALL CONSTRUCTION. 4' DIA, (MIN.) DRAIN PIPE 4) WALL SHALL BE INSTALLED PER MANUFACTURER'S DETAILS .AND SPECIFICATIONS. OUTLET @ END OF WALL 5) SUBGRADE SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. <r /I \ SLOPE TO DRAIN. r 6) BASE OF WALL SHALL BE OVER EXCAVATED (1 FTt) AND BACKFILLED WITH 3/4 CRUSHED AGGREGATE. 1..._. _....._._..___..._____..............._... ; ,- `- 3/4'-O' GRANULAR 7) PROJECT AND/OR GEOTECHNICAL ENGINEER 6HALL BE PRESENT TO DETERMINE THE DEPTH OF OVER EXCAVATION REQUIRED AND VERIFY THAT I LEVELING PAD 6' THICK COMPACTION REQUIREMENTS ARE MET DURING WALL CONSTRUCTION. .:,�•......17- MIN, MIN, 8) LEVELING PAD SHALL BE 3/4"-0 CRUSHED ROCK COMPACTED TO 95% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. 9) CONTRACTOR WILL NL`D TO OBTAIN A BUILDING PERMIT PRIOR TO WALL CONSTRUCTION. I ' 10) WALL TO BE CONSTRUCTFD WITH 1.0' IMBEDMENT (MIN.). -:--_ .: -� - ; TYPICAL SECTI ❑ N C - C 11) GEGTEXTILE SHALL BE AIimu 4545 OR TREVIA 1120 WOVEN GEG,r-XTILE OR APPROVED EQUAL. �' 12 COMPACTION WITHIN 3 FEET OF THE WALL SHALL BE LIMITED TO HAND OPERATED EQUIPMENT. g REINFORCED KEYST❑NE RETAINING WALL 13) COMPACTION TESTS SHALL BE TAKEt`! AS THE WALL IS iNSTALLEO. THE MINIMUM NUMBER OF TESTS SHALL BE DETERMINED BY THE GEOTECHNICAL STANDARD CONCRETE UNIT ENGINEER. 14) GEOGRID SHALL BE ORIENTLD WITH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO THE WALL ALIGNMENT. SCALE: NONE 15) GEOCRID REINFORCEMENT SHALL BE PLACED AT THE STP.ENGTHS, LENGTHS, AND ELEVATIONS SHOWN ON THE CONSTRUCTION DETAIL DRAWINGS OR I G AS DIRECTED BY THE ENGINEER. l (• 15) GEOGRID SHALL BE LAID HORIZONTALLY ON COMPACTED BACKFILL AND ATTACHED TO THE MODULAR WALL UNITS PER MANUFACTURERS l<� SPECIFICATIONS. PLACE THE NEXT COURSE OF THE MODULAR CONCRETE UNITS OVER THE GEOGRID. THE GEOGRID SHALL BE PULLED TAUT, AND -1 I I r 1 IMPERVIOUS ANCHORED PRIOR TO BACKFILL PLACEMENT ON THE GEOGRID. •"."";�� '�'"' 17) GEOGRID REINFORCEMENT SHALL BE CONTINUOUS THROUGHOUT THEIR IMBEDMENT LENGTHS AND PLACED SIDE-BY-SIDE TO PROVIDE 100% COVERAGE FILL 6' DEEP \11 \I ���,,I�, AT EACH LEVEL. SPLICED CONNECTIONS BETWEEN SHORTER PIECES OF GEOGRID OR GAPS BETWEEN ADJACENT PIECES OF GEOGRID ARE NOT PERMITTED. 18) TRACKED CONSTRUCTION EQUIPMENT SHALL NOT BE OPERATED DIRECTLY UPON THE GEOGRID REINFORCEMENT. VEHICLES SHALL NOT BE ALLOWED _.- ..... __ ._. .. .. .... _ } WITHIN 3.5 FEET FROM THE TOP FACE OF WALL. _`,...___._�.._......T......._r.....� CAP UNITS - / // //� STPATA--300 - 19) CAP UNITS SHALL BE GLUED TO THE UNDERLYING UNITS WITH AN ALL-WEATHER ADHESIVE RECOMMENDED BY THE MANUFACTURER. ` GEOSYNTHETIC REINF GRCEMLNT �.......... i._.. :'c 1 \/ • \� /� (5 GRID LENGTH TYPICAL) RETAINED BACKFILL 1---- -III-1 I - H-8"(20.3cm)- f�'• KEYSTONE WALL DRAINAGE AGGREGATE - - ."" " �-.-•--•"-'-"--" / STANDARD UNITS 2 1/2' - 1/2' l —III- �_ FREE DRAINING GRAVEL kI IV (1,25' SETBACK/BATTER) OPEN GRADED —I I ;I I UNIT FILL ��1ATERIAI_ /" li. ` -►� D.2.1" ; �,�.� 15° 45' MAX -_ 1 —I l �\ _..-._.� (53.3cm) _ _......................... .. `._—._—.--- .._ __ _ 1 ..... i - - 1241$ 3/4'-0' GRANULAR REINFORCED BACKFILL 20.0cm i �-COMPACTED 95% OF MAXIMUM r - - ( ) / ��' a MIN. 3 112 .._ , -- —�� STANDARD PROCTOR DENSITY �- (8.9cm) I i _;r•. • ,........_:., .._...... ' j` ,/ / 1 112" EXCAVATION LINE (3.8cm) _ _ _ / % 1 `. y „ .� f J,•:,. S - AMOCO 4545 TREVIA 1123 10 — ���i; : Cl i GEOTEXTILE OR (25.4cm) r ,^ ' �` 35/8" (9.2cm) `-`'�- I ; -- yL •e,.+ APPROVED EQUIVALENT } ----- /� ' F; "oo-1 4" DIA. (MIN.) DRAIN PIPE 6114" OUTLET TO BUILDING (I5.9cm) PIN HOLES F❑UNDP•T:❑N DRAIN. I � \ KIDNEY HOLES ' / GRAPHIC SCALE 3/4'-0' GRANULAR „ !�, LEVELING PAD 6' THICK D-24 MIN. (61.Ocm) I 20 0 10 20 TYPICAL SECTION D - IJ REINFEI RCEIJ KEYSTONE RETAINING WALL ( IN FEET ) i 1 inch = 10 ft. STANDARD CONCRETE UNI 1 i '� — KEYSTONE STANDARD UNIT - SCALE: NONE ------- KEYSTONE STANDARD UNIT NTSJ ITTAL DAT E: REVISIONS: NED AHH DRAWING NO.: 1-07 Bavlor Str, GP 35 PLM2001-00234 ENGINEERING PLANNING •SURVEYIN� FORESTRY by: G A.` 7 of 10 �c,yN�` Z JOB NUMBER RETAINING WALL LICENSED IN OR, WA & AK CHECKLD BY: KRJ -DRAWING GENERATED BY LD2 BAYLO" R � � � 97 � 97 0`� 4 -- ---- 13910 SW CALBREATH DRIVE, SUITE 100 -- _-- - -_- DETA 1.LS SHERWOOD, OR 97140 ESLINGER BUILDERS, INC. N SHEET PREPARED FOR: 11575 SW PACIFIC HWY PMB 160 TIGARD OREGON - --------- ------ -- tNgNEERINc do FORESTRY PHONE: (503) 925-8799 FAX: (503) 925--8969 TIGARD OR 972 3 l 2 SECTION 36 (TIS-R1W, WM) TAX LOTS 1300 AND 1400 �1 R. JET / OF 10 1 EXPIRES 6/30/01 NOTICE. IF THE PRINfORTYPE ONANY rlrl , lr' Ililili illiill dill I 111111 VIII ! Illllli 1111111 ►II Ilt Ilil !li , III II III III 1111111 Illllll 1111111 III III 1111111 IlI ! I III 11111Jill1l IlI ! lI 1111111 III III VIII 11 yy� a[] x(004 IMA I I I I I I I 1 GE S NOT AS CLEAR A I &I S THIS NOTICE, [I-_ ll - --_-`''—� _ __---_----��-- _ 4L _ - JI --- -- _ _ 6l _ =--- --�L_ - - -- ---. gL --' :7 � IQII 11 ITIS SUE TU THE QUALITII OF THE _ No 38 ..r�.q,, aiWh• ^zT ORIGINAL DOCUMENT ��£ ez gIIz �llz reff z �llzz��z [fz o z [ e [ T - [ I v [ e z s [ z[ t t -�TI �- » lL A - l9 TI - - Illllllllll�lllllllllilll�l�llllllllllllllll111911llllllllllll lllllllll�lllllllllllllll II II I ' ) I b L-27"t-1 TYUM II1110111 11111 1 1 �, 11 11,II IIIIIIIIIIII II 11111 IIII ►111111111111111 ►1111 ►III I III<<Illllllll 1 �I I i ■ NOTES: FLOW - MANHOLE DESIGN TO CONFORM NOTE: WITH ASTM C-478 AND RUBBER GASKET 'm MANHOLE STEPS MUST BE TIGHT AND FIRMLY Y DRAWING NO. 010-ST EMBEDDED. THEY MUST ALSO MEET THE ASTM FLAT TOP M TEST FOR WITHSTANDING PULLING OUT. —RUBBER GASKET JOINT FRAME AND COVER TO CONFORM WITH ASTM C-433 (OPTIONAL) -STEPS REQUIRED ON FLAT TOP MANHOLES OVER 4' DEEP CONE I_ I/B„ A 64" DIA. 1 1 5-S 4" - NOTES: m 4 y, .'N.'.d'd a - MANHOLE DESIGN TO - -I{ CONFORM WITH ASTM C-478 AND DRAWINGS 010-ST & 020-ST � 48" -{ MANHOLE CONE TO BE. n d CONCENTRIC/ECCENTRIC 12" RUBBER GASKET — � cr _ I RUBBER GASKET FLAT TOP REINFORCEMENT COPOLYMER POLYPROPYLENE PLASTIC OR F] `i STANDARD MANHOLE FLAT TOP 58" DIA. 1/2" GRADE 60 REINFORCEMENT I "o 0- REINFORCEMENT N6 BAR AROUND OUTSIDE OF OPENING FINISHED GRADE 13" CC y6 DIAGONALS BOTH SIDES OF OPENING FOR CASTING & FRAME Q � N 3-3/8" #6 6" O.C. BOTH WAYS FOR � PLASTIC SAFETY STEP M O 0 24" ;E - A"--8-5/8" 6" .d1" MIN. FROM TOP OF MANHOLE 4" LESS THAN I CD ! 48 PIPE TO MANHOLE CONE ,}. !;9; 4' I (U SECTION SECTION i e, \ •} 1'Q. ,y6 3/4" GALVANIZED BART MATERIALS: ° I UCD d .� :.':a ":a ,ip. GALVANIZED: �• '• 'r�'k.'V: +.'. ' 4 N6 (3/4" DIA.) GALVANIZED DEFORMED REINFORCING BAR. 01 1. .� •E ,At• •r'.'; 'l a; .'..;•: '7�:+. •. .. y°: �.',.'.: '` "' '4J r PIPE PER PLAN REINFORCING BAR CONFORMING WITH ASTM A-615 GRADE 40. I a i �� '� . �•. i' ' �. i�i, •�"+• PIPE PER PLAN � ' e'.,>•'i.;! �',u .. x y '.'.. GALVANIZED CONFORMING WITH ASTM A-123. ' � ' d "i• i. .. •.d - i-74. 1'•. •4 J,..e y•; -7":.':J, 6" MINIMUM CONCRETE CC .• 4 • b.. .'Q;'.1 .4 . sy., . Q.'. • s."r .t�.•4'k '' : .% . .. a s. 9: . PLASTIC: 1 o Q: d, V8�6�4�'ab�aeo '�'e 12" OF 3/4"-D MUST CONFORM WITH ASTM C-478. rd W COMPACTED BASE STEEL REINFORCING BAR MINIMUM 1/2" GRADE 60. 48" MATERIAL MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE J I WITH SERRATED SURFACES. Q 4"FOR GALVANIZED STEP I- I SHALLOW MANHOLES unif ledunified unified N FLAT TOP MANHOLE sews age ( LESS THAN 4 FT. sewerage MANHOLE STEP � 4 sewerageVB S`ORMRFIDLTER UfA 4 agency ` U A 4 agency 9 7 OUTLET -C DRAWING NO. 050-ST g y DRAWING NO. 040-ST DRAWING NO. 100-SA 7 N ru[plurisme,m Will xC A e A LLJ 0000 o STORMFILTER GENERAL SPECIFICATIONS: N � .- - --.--••••• ••'••-•••• .... 0 0 - CAPACITY = 15 GPM PER CARTRIDGE 0 00000 - PEAK HYDRAULIC CAPACITY = 1.0 CFS 01 °o°o°o°o - HYDRAULIC DROP (RIM TOINVERT) = 26.75' lJ 0 o e o° - OUTLET PIPE DIAMETER = 6" v 0 NOTE' ° 0°0°0°0°0 e - LOAD BEARING CAPACITY = H-20 (MUST SPECIFY WHEN ON - UNDERGROUND DETENTION CPP TO BE INSTALLED PER MANUFACTURES 000°°0°0°°0° ORDERING) REQUIREMENTS. ALL PIPE MATERIALS AND JOINTS TO BE INSTALLED ° ° e0°0°0°0°0°0°0°0 DURING CONSTRUCTION SHALL MEET MANUFACTURERS REQUIREMENTS. 10 A 0°0°0°0°°°0°0°0°°°0° MANUFACTURER: 01 - MINIMUM COVER 12 INCHES. PIPE BEDDING AND BACKFILL DENSITY SHALL BE A MINIMUM OF 9596 BASED ON AASHTO T-99. BACKFILL SHALL BE PLACED STORMWATER MANAGEMENT INC. �EXTRUDEP CURB B" INLET FROM _ LL B — TRAFFIC BEARING COVER 2035 NE COLUMBIA BLVD. TOP OF AC IN LIFTS NOT TO EXCEED 8 INCHES LOOSE DEPTH. ---� INSTALL 4" CLEANOUT/VENT PIPE ROOF DRAIN PORTLAND, OR 97211 O' 36"-12" REDUCER - BACKFILL SHALL BE CLASS "B" GRANUALAR 3/4"-0 MATERIAL. TRAFFIr. BEARING GRATE (503) 240-3393 w CURB °NOTE: ONE CARTRIDGE WILL BE REQUIRED FOR THIS SITE. CATCH BASIN STORMFILTER - PLAN � — RIM EL 314.9± SLOPE 2X CONCRETE PAD SCALE. N.TS. r EEV MIN. COVER D.E.PATENT No. e.see.6ob, t:__:: 36' CPP, L = 90', S = 0.002 a 4 Na.b.eN,6'Ie, AND OTNEN VA ELEV. = 313.57, END 6" PIPE AND MANTON PATElM9 PENDING i I LE. 312.30, 6' CPP -----`312.47, 1.6" ORIFICE 4' - 10 V2" 4.� 2' - 5 t/2" (FROM FOUNDATION 12" CPP L = 39.09 S = 0.005 IN 6' INTERNAL PLUG — DRAIN) � 6" PVC C-900 PIPE IIIIIIIII 36" END CAP C, I.E. 311.09, 6' CPP O _I.E. 311.07, 6' CPP I.E. 310.77, 1.2" ORIFICE ^ FILTER (FROM FILTER) (FROM FOUNDATION DRAIN) _ IN 6" INTERNAL PLUG li CHAMBER 6' PVC C-9� - INLET ! LATERALREDUCING I.E. 310.96 S-0•�5TEE p (`J1.02 BYPASSOWEIR 2' - 2 314• i 10 GA. STL. BAFFLE I T - 8 1A" (TVP) SIDES 12'X6" REDUCING SUMP EL 306.98 & BOTTOM LATERAL TEES ° ' 4 OVERFLOW ION BYPASS WEIR STORM WATER DETENTION PIPE AND MANHOLE �48" DIA. FLAT TOP MANHOLE CORR05T RISIIo NOT TO SCALE — INLET CHAMBER FII TFR CHAMBER COATING, FILTER EXTERIOR OUTLET & INTERIOR 2' - 4 3/4" - 2' f CATCH BASIN STORMFILTER - SECTION A - A SECTION B - B SCALE'. N.T.S. SCALE. NLS. Baylor Sir.6855 p� DESIGNED Y: H PLM2001.00234 �Q� PII1/ REVISIONS: Sol �c°1 aG1 7 JOB NUMBER ENGINEERING • PLANNING -SURVEYING • FORESTRY STORM WATER FACILITY LICENSED IN OR, @ AK � BY: BAYLOR COURT `cy 97- 094 — DETAILS A 13910 SW GALBREATH DRIRI VE, SUITE 100 -p� SHERWOOD, OR 97140 ESUNGER BUILDERS, INC. I IGARD OREGON SHEET PREPARED FOR: 11575 SW PACIFIC HWY PMB 160 T-f. a +4d' ,�1, ENGINEERING a fOAESIaY PHONE: (503) 925-8799 FAX: (503) 925-8969 TIGARD, OR 97223 SECTION 36 (TiS-RTW, WM) TAX LOM 1300 AND 1400 y R. JE%� 8 OF 10 EXPIRES 6/30/01 NOTICE: IF THE PRINT OR T YPE ON ANY T11TIIlt TIIII IIIIIII IIIA 1111111! Illlf IlTllt Ihl1(I T1>111T III1I 1111!1!1 FII"II f llllll "1111-I L !III-III 11TI-I 1111!111 111111 111!1)1 III T 11111 FII 111 I 11111111 III '1� , �I)1 v(U04 IMAGE IS K'TAS CLEAR AS FHIS NOTICE, I II 1 �I I �I I— I II_ 41 f �� I �� ( I �l I �I i i.l • I 1 }bl I ��I }�I IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT24X g 6 66 8 8 6 8 8 t8 8 t t L t t t BI T T t 6 0 9 6 i,u. III�i Ilullul ImIuII lulluu Imlllu ullllul ISI I�ullu lulu Illdllu uu�lu uulml lul6ul ullllm mllllll lullul Imllul Illlllm Iul6ul lulllm m1�1 IIIII(II W IIIlIH11 -- 1-T �( PLAN - - - i12' BEH1Nll SIDEWALK' _ snwcur �❑R BEHIND CURB - - -- SURFACING --- �•n4 WHEN NO SIDEWALK u ' CH EXISTING MATERIALz rOPSUII 7 OR AS N DIRECTED BASE MATERIAL 2' OR 1 I/2' _ \ PLUGGED TEE PLUGGED CROSS BEND PLUG OR CAP METER 1 ¢ I I m s _- - SERVICE LATERHL PIPE SECURE 2X4 IN PLACE AI a a SIZE AS SPECIFIED AGAINST PLUG W/ BACKFILL \ }' Co w u o III M a TO PREVENT PLUG BLOWOFF - -.'I z I Inn I v1^i V,ma / c�1T IIF ti <v `Q I U Q U �. aZ ra Q" / "- - - \� SANITARY MAIN �- 2 FLG X COMPRESSI❑N ANGLE > :� ( OR LATERAL LATERAL PLUGGED CROSS TLE f STOP (FITS 1 1/2 APPLICATIONS) CONCRETE THRUST BLOCK SCHEDULE - MJ X TAPPED t R_ 2' TEE w 2x4 (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) 2' TYPE 'K" FITTING 90'BEND, TEE, OR 45' 22 1/2' 11 1/4' ❑ _ _ SIZE (INCHES) PLUGGED CROSS BEND BEND BEND COPPER PIPE Z m x r- ��a 0— 4 01.9 01.3 -- -- m I� w o a STATION: DISTANCE TO NEAREST MANHOLE. Cl. 6 04.0 02.1 01.3 -- a a e (NEED TO IDENTIFY UPSTREAM OR DOWNSTREAM) 1 8 07.1 03.9 02.0 01.3 `- MAIN LINE n LENGTH: SHOWDISTANCE FROM MAIN TO END OF LA',•=RAL COPPER BENDS STATION HEIGHT. TOTA!_ LENGTH OF 2X4 AT END OF LATERAL MIN M 12 16.0 08.8 04.5 02.3 _� 3g•• LOT#: AS SHOWN ON APPROVED SET OF PLANS AS NEEDED r6" MIN �6" MIN _ — - I LENGTH [MARKINGS TO FACE STREET 16 28.4 15.5 08.0 04.0 24 64.0 34.9 18.1 09.1 /- �2, MIPT X COMPRLSSION CORP s" MIN 9EDDING BELOW \ W 1 2^ HEIGHT oUTSIrE OF PIPE. BELL \ OF GROUND MAGNETIC- (CUPPLIED BY 'THE CITY) i zN� o D a M!N 2X4 COLOR CODE SURFACE SURFACE TAPE p co ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN � mom 36" LOT# (GREEN-SANITARY) ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO aRl + J a\Q COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL t3EARING v M \ U STESSES, USE THE FOLLOWING EQUATION __ f� BEARING AREAS e (TEST PRESSURE/150) X (1500/SOIL BEARING STRESS) X (TABLE VALUE) NOTES: NOTE �j �� j/�j ��i GROUND (U 1. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTUREI'll I SEE DETAIL NO. 561 1, CONTRACTOR TO INSTALL MJ X TAPPED 2' TEES AT 90° ANGLES TO METER TRENCH FOUNDATION / U-) STABILIZATION, AS REQUIRED \ 2. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. LOCATIONS. HORIZONTAL & LEVEL. / (CREEL PW/BLACK LETTERS) 3. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 4. THE: REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN 2, CITY TO PROVIDE 2' THREAD BY COMPRESSION C❑RPERATION STOP TO BE CA ENCIRCLED ON THE PLANS : e.g. 15 INDICATES 15 SQUARE :EET BEARING INSTALLED BY CONTRACTOR. (CONTRACTOR TJ TEST MAIN W/C❑RPS INSTALLED), AREA REQUIRED. — 2X4 b r 5. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS NOTE: PIPE INDICATED ABOVE, ADJUST IF NECESSARY, TO CONFORM TO THE TEST 3. CONTRACTOR TO MARK LOCATION OF CORPS, WITH A 4X4 PAINTED BLUE, 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. f 18 PLUG o PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE r��J SPECIAL PROVISIONS. 4, CITY WILL INSTALL ALL COPPER PIPE & FITTINGS FROM MAIN TO METER LOCATIO 2. JOINTS TO BE TACK AND SANDED. 6. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE 3. SAWCIJT SHALL BE TACK COATED WITH BI TUMINUS ASPHALT EMULSION. 15 ° o LLJ PRESIDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON °°° �° 8° r4 THIS STANDARD DETAIL. BEARING AREA OF THRUST BLOCKS ARE IN SQUARE -� a ° 0 ° °Q ° ° O _J FEET. ° ° °°oQ° 0% 00 °0 F- ,. APPROVED BY: NO SCALE APPROVED BY: NO SCA,IE APPROVED B1 NO SCALE o° 00 000 00 00 - MINIMUM SLOPE FOR / ."-. H lz AGUSTIN P. DUENAS AGUSTIN P. DUENAS 3 4 0 PIPE ZONE zz �� AGUSTIN P. DUENAS a ° ob o 8° 6" PIPE = 0-010 MATERAL AS SPECIFIED � ENGINEERING DEPARTMENT - - STANDARD THRUST DWG. NO. ENGINEERING DEPARTMENT TRENCH ea ® ° ENGINEERING DEPARTMENT '� & 1 ..-'�/2 0 0 pfV ENGINEER DWG. N0. pTY ENGINEER 1 13126 S.W. HALL BLVD. ° O°°C�� O �° 4" PIPE = 0.0<0 13125 S.W HALL BLVD. 13125 S.W. HALL BLVD. CITY ENGINEEk DWG. NO. o ,\ TIGARD, OREGON 97223 �Y y,, TIGARD, OREGON 97223 �., TIGARD, OREGON 97223 SUPPORT TEE WITH -. VOICE: (503)639-4171 MARCH 1998 BLOCK '"'`-----`""' VOICE: (503)639-4171 MARCH 1998 WATER S E IAV I C E _,.z___ --. �Gl�: (5GJ 839-4171 FAIL (503} e64-7297 5 O FAX; (603)ee4-7297 5,2 1 )) MARCH 1998 BACKFILL MINIMUM 2�0" WIDE ELEVATION G� CITY OF TIGARD CITY OF TIGARD FAx: (503)664 7297 1 8 O / BEDDING GRAVEL, / pggOq� APPROVAL DATE APPROVAL DATE CITY OF 1TGARD APPROVAL GATE _ — r CITY WATER DEPT STANDARCIS PLUMBING CGDE y SIDEWALK ADJACENT -TE CURB L Lln� le� SER VI CE LATERAL AL sewerage W .I � � 20 � THRUST BLOCK CITY APPROVED 18" CAST IRON 910 agency BACKFLOW DEVIC 'VALVE BOX TOP Q� RETAINER GLAiJ --._` I_ANGE COUPLING w O DRAWING NO. 170 1 o) 3" MIN, BREAK FLANGE SIDEWALK � � ADAPTOR w � 18' , MIN 6' MAX, 1 Ul FLOW 12' MIN u ' - 11 W SGA !_G 3 r �4 �, �:�%. . .� << �,\,• 9 °. I FIRE DEPARTMENT i\�j FLG OR EQUAL I - " I CONNECTION 1 112r`W%4' DRAIN ROCl/�/\��� MI I OPTIONAL AT THIS -- �_ TAR PAPER (MOI URE 1 ,\/\/\�\�\/f r .�< I " LOCATION -- 7 lY;.,: OSHA APPROVED LADDER 24 MIN 16' DUCTILE IR❑N PIPE WITH ALUMINUM LADDER _! I - RESTRAIN ALL JOINTS W/ EXTENSI❑N BY UTILITY 7, ^_ �� — TO IRRIGATION 'FIELD L_OK' OR EQUAL GASKETS I 1 VAULT - - _ CONTRACTOR TO SEAL ALL \ OPENINGS IN VAULT WITH PLAN NON SHRINK GROUT PRIOR ��\ j`r�''" \ TO BACKFILLING _ \`j�\,,``��\/�\/ 6" MEGALUG RETAINER t` pq 3 MIN, 6 MAX, TO RESIDENCE GLAND (EBAA IRON) E3 DRAIN TO CURB OR �-CONCRETE PIER 6' GATE VALE' j GROUND LINE - - - DAYLIGHT p BLOCK T- _ LAN FLG, x M,_I, - I- _ SIDEWALK WITH PLANTER moo' r- - A— +--- 3' MIN CLEARANCE METER BOX -� DOUBLE CHECK M,J, x 6' FLG, TEE STRIP AT CURB p I I ON OPENED \ VALVE ASSEMBLY ° IT___-___-_.__ OS&Y �.',aL.VE -_� _ - SIDEWALK MEGA FLG OR EQUAL -- 3' MIN, FREAK FLANGE �� F , l INLINE CHECK VALVE `\i, j/\�;�' �'.`%\` 1� MAX, CONTRACTOR T //� �%� ��� � b J T,- �nry•.,,•.,,:�r• r %�'�\ �`��'' n �.,• ❑ O INSTAL_[ RODENT \ \�C\�\\/,�%' 7,vi� ,�,� �,:� \�•;:oo . �. CONCRETE BALLAST 3 CU, YD. - _. _` ., SCREEN NOTE, - x 1 ' MIN, WHERE FLOODING OR 11I� ' i ANDONPE AND --- - '� E' 1, HYDRANTS TO BE MODERN MUELLER CENTURION, A-442XOR APP'D EQUAL) 6' MJ, 5 1/4' HIGH GROUNDWATER EXIST- - (T1,•P ) -��/ ��DRAIN TO DAYLIGHT OR " (,j . !� .�r�< .J 1fy 4� �' � MVO 3 PORT - TWO 2 1/2' PENTAGON ❑PERATI❑N NUT, OPEN LEFT WITH THE FOLLOWING, ALL SUMP PUMP I UNION EACH SIDE s A. OIL RESERVOIR R T T -� B. BONZE ACTUATION NU - � CONTACT CITY FOR � ' ELEVATIGIN PUMP SPECIFICATIONS C. BRONZE SEAT RING CRUSHED ROCK BASE--/ ELEVATION D. WEATHER SHIELD CAP E. SAFETY SLEEVE. COUPLING F, THREADED NOZZLES WITH 'O' PINGS 12" MIN INSTALLATION SHOWN IS ONLY A SUGGESTION, G. NATIONAL STANDARD THREADS 24" MAX 2, SAFETY CHAINS TO BE REMOVED, FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BOTTOM 1, DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER, 3, HYDRANTS TO BE FAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED UTILITY VAULT OR MEQU L BILCO DOOR OF DEVICE BY DISTRICT FIRE MARSHALL, SIZE WITH F,D,C. WITHOUT F,D.0 OR 'EQUAL 2, BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST HYDRANT TO BE INSTALLED TRUE AND PLUMB, 4 676-WA 577-WA J-5AL COCKS IF BELOW GROUND INSTALLATION, 5, NO OBS1 RUCTIONS WITHIN 3' 0' FADIUS OF HYDRANT, 6 687-WA 676-WA J-5AL 6, IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE ' LIST TO BE PROVIDED. 6 5106-LA 687-WA JD--3AL 3, DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTI❑N, 7, VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO, 503 OR AS APPROVED 10 S106-LA 2106 1.A -- JD-3AL AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS BY ENGINEER, W CITY ENGINEER APPROVED EQUAL FOR INSTALLATION, 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS, APPROVED BY NO SCALE APPROVED BY: NO SCALE APPROVED BY: r AGUSTIN P. DUENAS AGUSTIN P. DUENAS NO SCALE ENGINEERING DEPARTMENT ��.- -__T-____ DOUBLE CHECK DETECTOR ENGINEERING DEPARTMENT ---- ----- AGUSTIN P. DUENAS FIRE HYDRANT — ,Et CITY ENGINEER UWG. NO. pttENpNEER IRRIGATION DOUBLE DWG. NO. ENGINEERING DEPARTMENT13125 S.W. HALL -� �j{Y&,+ VOICE (503)6 9723 ----._`-'--- CI OF TIGARD VOICE S* HALL(W 639-74BLVD.1 MARCH 1998----- ��: 1J125 S.W. HNl BLVD. CITY ENGINEER DWG. NO. MARCH 1998 VALVE ASSEMBLY CHECK ASSEMBLY , VOICE: 503 539-4171 MARCH 1998 `J 42 VOICE (ORE 6J9-4171 )) TIOARD, OREGON 97223 FAx: (503) 694-7297 FAX (W3)664-.7297 5 31 ASSEMBLY CITY OF TIGARD ------ FAX: 503 684-7297 OREGON APPROVAL. DO-TV OREGON APPROVAL DATE CITY OF 71GARD ---"--- --- �_,__ OREGON APPROVAL DATE — - ------------ — Baylor Str.68 55I PLM2U01-0023 9 of 10 SUBMITTAL REVISIONS. -_ DESIGNED : AHH G NO.: E1-09 ` P ENGINEERING • PLANNING •SURVEYING - FORESTRY Y: AS c7'` �1 ,JOB NUMBER UTILITY LICENSED IN OR, WA & AK CHECKED BY: RJ RAWIN A Y ' BAYLOR COURT ,4 97 - 094 13910 SW GALBREATH DRIVE, SUITE 100 -- -- - --- -- DETAILS SHERWOOD, OR 97140 ESLINGER BUILDERS, INC. PREPARED FOR: 11575 SW PACIFIC HWY PMB 160 TIGARD OREGON ,�- SHEET -- - — --- --- ENGINEERING do FORESTRY PHONE: (503) ^25->j799 FAX: (503) 925-8969 TIGARD, OR 97223 SECTION 36 (T1S-R1W, WM) 1AX LOTS 1300 AND 1400 F�Ty R. J � 9 O1- O EXPIRES 6/30/01 NOTICE: IF THE PRINT OR TYPE ON ANY rlr(IIrIIIIIIIIIiII IIIIIIIII IIIIIIIIIIIIIIIIIrIIIIIIII IIIIIII+ IIIIIII VIII I IIIIIII IIIIIII IIIIIII VIII I+ IIIIIII IIIIIII Illlill VIII I IIIIIII IIIIIII Illlill IIIIIII III III VIII I I� �rX00 IMAGE IS NOT AS CLEAR AS THIS NOTICE, �- - - 11 -- - 1 - _31-- - I I ` 1- —1 I - � -I- 6 I� IT IS DUE TO THE QUALITY OF THE N,,,B ORIGINAL DOCUMENT �E,' 6Z 8[Z - L1Z 97,A Z 6Z ' r171 � ►��1�IiI��III II►III1II Ilffll ►tll►Iii �I I IIIIi�I III III I I �IIII LIIIIIIIIIIII�IIIIIIIIIIII I�IIIIIIIIIIIIIII�IIII Il I II•IIIIIIIIII �1 1 IIIIII lull► 11111111►►1111111111►Ill�l�ll�tll 11.�1111LI1111 11 W�111.1.�1�1.111111111111 1 I.I, I I, EXISTING TREE TO REMAIN BERBERIS THUNBERGI '(,RIMSON PYGMY' 2 GAL RHODODENDRON 'WINSOME' 5 GAL (25) TArARIAN MAPLE-ACER TArARICUM 2" CAL./18' O.C./25' HEIGHT, 15-25' SPREAD AT MATURITY BARBERIS THUNBERGI 'R.G.' 2 GAL 4PHOTINIA FRAZERI 5 CAI.(2) JAPANESE MAPLE-ACER PALMATUM SERIU 2" CAL./20' HEIGHT 4 (L VIBURNAM DAVIDII 2 GAL X: Ile PHOTINIA FRAZERI 5--GAL CL VINCA MINOR I CAL (D RED TWIG DOGWOOD 2-GAL = ��� 0ACER DISSECUM-JAPANESE LACELEAF 36"-42" C:) THUJA PLICATA WESTERN RED CEDAR 6' AZALEA 'HIND CHRIMSON' 2 GAL CD C:) SPIREA 'GOLDFLAME' 2 GAL RHODODENDRUN 'PJM' 21*-24" C:) IN, EUONYMUS FORTUNE I GAL �,D C) CHAMAECYPARIS OBTUSA 6' k MBURNAM TINUS-SPRING BOUQUET 5 GAL 4, ARCTOSTAPHYLOSMASS 'KKK' 1 GAL 4,.- ELEGNUS tEP-SENGE1 10 GAL NA, I ...r. ! ACER CIRCINATUM 6'-8' A GRL ,.PHIC SCALE < 14 oo 0 10 20 p 0 IN FEET 1 inch = 10 ft. < 4 < LIGHTING LEGEND PROPOSED 250 WATT, 240 VOLT 'COBRA" STYLE DROP LENSE, LUMINAIRE, WITH 8 94 FOOT ARM, ON PGE POLE. 014 PROPOSED 30 FOOT GREY DIRECT BURIED FIBERGLASS POLE WITH 6 FOOT ARM AND rj 100 WATT, 240 VOLT "COBRA" STYLE LUMINAIRE. L _ IJ / 'd 0-F-3 PROPOSED 20 FOOT BRONZE, DIRECT BURIED FIBERGLASS POLE WITH 8 INCH ARM, 0) i 100 WATT, 240 VOLT 'SHOE BOX" STYLE LUMINAIR. cu 1 INCH PVC WITH #10 COPPES THWN CONDUCTORS. Cj) LLJ PROPOSED 70 WATT WALL PACK LUMINAIRE. Fl- Ln NOTES: W4 h .rSTREET LIGHTING DESIGNED PER CITY OF TIGARD, AND PGE SCHEDULE 19 OPTION C:) "A", "B", AND PRIVATE SPECIFICATIONS. ALL LUMINAIRES TO BE HIGH PRESSURE SODIUM LAMPED. O's 1.wf• LIGHTING DESIGN B TODD'S LIGHTING AND ELECTRICAL 938 HALEY CT. !7 OREGON CITY, OR 97045 _j (503) 742-1899 F 16 571 0 P ( IT 4 Ad 0 ow 6 4f F 4 4 SW BAYLOR STREET Baylor Str.6855 PLM2001-00234 10 of 10 =TAL DATE: REVISIONS.- DF51CN[,U BY: AHH DIRAWING NO,: EI-10 ENGINEERING • PLANNING -SURVEYING • FORESTRY DRAM BY: JGN SCAILE: A�_ NO-ED JOB NUMBER i _-___ ___ LICENSED IN OR, WA & AK CHECKED BY: KRJ 12RAWING MERAILD BY Q BAVLOR COURT 97- 094 LANDSCAPE/LIGHTING 13910 SW GALBREATH DRIVE, SUITE 100 A PLAN m SHERWOOD, OR 97140 ESLINrER GUILDERS, INC. TIGARD OREGON SHEET ENGINEERING & FORESTRY PHONE: (503) 925-8799 FAX: (503) 925-8969 PREPARED FOR: 11575 SW PACIFIC HWY PMB 160 TIGARD, OR 91223 SECTION 36 (TIS-RlW, WM) IAX LOTS 1300 ANC 1400 10 OF 10 NOTICE' IF THE PRINT OR TYPE ON ANY ljljlj [� ljljI_ILILLI 111111111111111111 1LyJ1111LIIIII I ill ljllljlIMAGE IS NOT AS CLEAR AS THIS NOTICE, 41LILII_I1 1 1 11 1 I"I" IS DUE TO I'-1E QUALITY OF THE No 36 0 13 9 19 IIII IIII IIII .III Illi IIII IIII Illl�llll,lllllllll.11il�iill IIII IIII IIII 1111111ORIGINAL DOCUMIFN F Z, I 0z -I It 11 11 H 11 11 1111 1111 11 ll 1111 Illl