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10998 SW 68TH PARKWAY c c -- - - - - -_ - -- LLLfl FXIST;'!G DRIVEWAY - CONSTRUCT 1/2" TO MATCH WIDTH & GRA. 3/4 RADIUS LIP -� . KEYNOTES: CONSTRUCT DRIVEWAY APRON C) �� �- MIN. 3" SAWCUT AND\ i � � R W LINE DEGRADE AND CLEAN DITCH TO EAST WHERE IT CONNECTS TO EXISTING SEASONAL �- VERTICAL BREAK --- -----a---: �C� / ° d ru DITCH NEAR THE EAST PROPERTY LINT. -- / • . / SEE NOTE 4 \ 4 °� 4 V. c�1� 2 REMOVE EXISTING CATCH BASIN. CONNECT EXISTING STORM LINE PER SITE UTILITY LL �. VA IFS S EXISTING r, �' GUTTER• a , PLAN -- SHEET C?_. � PAVEMENT � � °' " •. � �- SEE NOTE 34i�T1 •,;: 'r- �� ADJUST EXISTING MANHOLE RIM TO NEW FINISH PAVEMENT GRADE. PAVEMENT (� BACK WALL OF BUILDING TO BE RETAINING WALL FOR UPHILL. SLOPE. SECTIO 05 REMOVE EXISTING MANHOLE. SEE SITE UTILITY PLAN - SHEET C2 - AND PUBLIC - ' T �� NOTE SEE - --2" OF 3/4"-0" COMPACTED AGGREGATE / rQ 5 MI 2 % SEE NOTE 2 - 3 2% I CURB AND GUTTER ❑ rrf' ,""�" ' N SANITARY SEWER PLAN - SHEET 1 of 1. �� A'rr _ SIDEWALK ©INSTALL 16' DRIVEWAY PFR CITY OF TIGARD STANDARD DETAIL NO. 142 WITH A w STANDARD CURB KNOCKOUT PER DETAIL 145 (GUTTER .S NOT REQUIRED). - _ - Fr SEE NOTE 4 CONSTRUCTION NOTES: 6 3�_ M /�X. 6 ONSTRUCT 1/2" TO .3/4" RADIUS LIP 1. PAVING SECTION FOR DRIVE AISLES AND PARKING SPACES: 3" CLASS 'C' A.C. 10' M!N SAWCUT MIN 2' 8" (1 1/2" - 0") AGGREGATE FROM FACE OF' CURB FILTER FABRIC P LA N CONSTRUCT DRIVEWAY APRON s J.--. e D �.: •. ��0 two 3/4,� i EXISTING 2% PAVEMENT STREET '�---- _ SECTION f` sir �� �{.'M�`� �, 1j. ,>, •. i GX._.-' ...... a e. I " 1. '4 _b" �`,_% ► �2" OF 3/4"-0" COMPACTED AGGREGATE �F GRADING LEGEND ='{ >l:< STANDARD CURB LGN 'R '�'- ` 2" OF AGGREGATE `��-'�'��_ •, . � EXISTING CONTOUR LINESECTION I I ON A- AEXIST. - _ NEW (3/4"-0") COMPACTED 155 ® O CATCH BASIN 6" X 6" 10 GA MESH cam' NEW CONTOUR LINE @ • MANHOLE SEE NOTE NO. 4 NOTES: co �5 C�) C ) UTILITY POLE 3s EXISTING SPOT ELEVATION �� FIRE HYDRANT 1 . SAWCUT THROUGH GUTTER PLATE SHALL BE MADE AS CLOSE NOTES: TO CURB FACE AS POSSIBLE. /1545 NEW SPOT ELEVATION � a METER I CO c%& PROVIDE STAKE. SEE SPEC'S � 2. COMPLETE CURB AND GUTTER SHALT_ NOT BE REMOVED UNLESS � � [v] ur!uTY VAULT I 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE � MINUMUM OF 3000 PSI AFTER 28 DAYS. ��- T ! TRANSFORMER AND PAD I DIRECTED BY THE ENGINEER. SURFACE DRAINAGE FLOW ® 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. %,z;.,:•. ® ® VALVE BOX COVER 3. WHEN STRAIGHT CURBS ARE REMOVED, A MINIMUM OF 2 FEET114 ELEV. ELEVATION y ( OF PAVEMENT FROM THE FACE OF CURB SHOULD BE REMOVED ' B.M. BENCH MARK /,, ,�� LIGHT POLE 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2 PREMOL.DED ASPHALT IMPREGNATED AND REPLACED. -�- -�- WALL MOUNTED LIGHT MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. TOC TOP OF CURB 13oc BOTTOM OF CURB < FIRE DEPARTMENT CONNECTION 4. WHEN ENTIRE GUTTER PLATE IS REMOVED THE EXISTING 4. 6" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. PAVEMENT SHALL BE CUT BACK AND A 6" MONOLITHIC CONCRETE -91 P,4H MANHOLE CB CATCH BASIN BENCH SHALL BE CONSTRUCTED WITH THE NEW GUTTER TO PROVIDE SUPPORT UNDER PAVEMENT. , I � 4 5. AFTER CONCRETE HAS CURED, SEAL JOINT. WV r : APPROVED BY: NO SCALE APPROVED BY: -T..- 'f .,.%1• _ _ �, _ -- - AGUSTIN P. DUENAS t,GUSTIN P. DUENAS II NO SCALE 1" STANDARD ENGINEERING DEPAP.TMENT _ SPEED ENGINEERING hEPARTMENT __ \� _.; , ! LP% BUMP ` ` t �,.,, CITY ENGINEER - DWG. NO. - ---' CURB KNOCKOUT _ .��kk�� 1312G S.W. FALL PI VD. CIT ENGINEER DWG. N0. - � 13125 S.W. HALL BLVD. .r,;,._. �-312- --' ,• 31�-- !:: 5�1�1�^,I �.I. ��Ppp�� V ICE: 503)ORE1N 97223 i�B1...•, T10ARD. OREGON 07223 �- LP 31� r� -- �:,. VOICE: (so3 639-4171 MARCH 1998 DRIVEWAY 1 4 2 '^•. MMM VOICE: (503) 639-4171 MARCH t s98 F 0 R DRIVEWAYS 145 4 rJ O `f- -- ` FAX: (303)684-7297 FAX: (503) 664-7297 i ;\ i CITY OF TIGARD CITY OF TIGARD I{ OREGON APPROVAL DAYS OREGON APPROVAL DATE _ �� ' \ 308 --- -- N, `'`-308 - RIGHT-OF-WAY LINE --� 308---_- 308 c �' CITY OF TIGARD ..�'' Approved............................ ., ,... ............ .... tY 3�b ° p -'306 3cE Canditionaily Approved .,( For ORI t,ie � sc�be� Y U ��I�Ql1 2 / D W REPLACE -- ____304----'_`-�' :"j` See PERMI Prlto Follow... / / !-- - CURB 'SAN MH CURB REPLACE CURB .° � - _ z Job dd -1g.... _5�°Lam_ 1_�Y�w►� '- \ nGT L :s RIM 30 THIS AREA _` / -----3G, •�'. BY: Date: -MATCH • ,oh ,;.' \ ..° .• ;="- _---_ ---- EXI - _300 Ot 4 '� 30?� - I IJ - q ---Si1i1,1J y_ -- -- ' 300,_ --- --- /� / �o 6,EDP PERRY LINE -- - Son-_ 300- CITY OF TIGAPD ! i RB ....................... ................ CU I __---- Approved................ tii�T�•»T����1 E -298 hll•;1 -- --_ ` BEGIN ON 298.0 T.W Conditional) Approved......................... ......... ?:. L�7>7- �` N KEYST E RET. WALL Y GP ' _ _ -29a2"�O.W. END KEYSTONE RET. WAIL Y __- -_ ' X954 - -295.5 B.O.W I. 6.0 B.O.W\ 293.5 2.98.5 T.O.'W. For only the wo ' as e' abed in: (F (n _c= PER NU_�aOZ - OaD ZZ �. - x SW 1 49 0 , E 290 _ SO* eti follow.... ... . ( k ° s' 297.0 AREA DR�IN �Q �1.� 296. 296.9 2 7.0 _-- -- - - _ - - - - Attach RIM 296.E T.O.C. 297.0 296 •-- '" 3 Atidr s _. y E ♦ , _ - -. 98.0 .� �... goo _ V ♦ -_ . 2% �. - -�`ib .293 297 ry - f)a�e: 296.4 296.4 B.O.C. 9 & �'9E. _ 296 \ / 295 D W `Qi9 6.4 - - - 294 / rl (5► 293----. 297. In \ - - - - 294--- --- 292 291- � • / �! i t+ 294 ' tylATCt� EXISTING-�,;�" '' _ _ ° SIDEWALK �..� o n I . c / .-� „O QFA A-_= --- -2 _ - - - 1_290 298.0 Ev1 PED:STR.AN �� 296.$1 0 �° - - • p _ WA.KWAY 297.5 N 96.15 2 / 3 3 2•I _ 1 ., 298.0 I 29&- _ lfENTERUNr DITCH� O - - - - \ �� 293 s�1 297.5- X97.0 EXIST 2 `� k SAN MH - /` ` - -1u SAN MH - � O RIM 297.11 9� -�, l CD RIM 2,96.123 ,Lg� 294.01 �' �'��'�' 0 4 �� ri 6 96.7 _ CB ._ , � - 2�z OUTLET SiRUCTURE RIM �96.0 jVj296�2 - - -�--� _ _ aq,_. 293.x'.:`'= I:. - CB SEE D 0': - ` ` RIM 292.5\ ETAIL THIS SHEET d \ 296.3 _ X96 ,,,. - _ _ _ti _ .._ - - ,,: :.�.. :,,,: ;.,; • ,� c•I:.,,. CtNTERLINE OF �3T--STS MH `. WIC ' 6682' 17)77. 0 ./ - - IR 293 EXISTING DITCH 293.2B.0.W 292.7 H.O.W. U PP N, UG w 5 8 ON RO ' 291 -���_ 290 SW49'10'E 1'!8.63' )R ON-- RIM 296.45 P \ \ U ON PIPE Lu Lu r y ' S89'49 tO"E 172.25' �, �. ' ! _\(f�[) 279.2 -- '•. \'•• I� �, (,blMlc EM 265 -m _.,-_ ENO-_RET. WA�11_�--_---- � - __- s , r\ BE Pd 'RET. WALL �' �_ 94.5 T.O.W. 29.4,2 T.O.'W. 0 Ci RETAINING WALL �� / 291.7 :W -- 293.7_B.O.W,- lug ° 4 \ !I` .O.W. 297.3 c A (BY OTHERS) r O:W. 296.3... .- -4c / ---- f_- - 0 ' ;• �2g8' 20"MAPLE O O Q "-EXIST STS MH 4 A' llI ___X_X RIM 292.51 • °, DR wi,I ! SW) 285.21 , C E If c ul 0CD co PIGHT-OF-WAY LINEI SITE GRIADHNG / r. ROSIONnm CONTROL PLAN S 68th Pkwv. 10838 4 SCALE. 1"-20' ARAN SIT2002-00022, PLM2002-0036._' 1 1 -�--� --- -- 1 of 5 RIGHT-OF- WA'r LINE 20 0 20 40 EXPIRES 12/S1 /(�'L W 0� � c <. CONSULTING TING ENGINEERS VAN SNC • DRAWN. SW 2002 18660 sw boones ferry road JOB NO.. 00079 tualatin, oregon 97062 (503) 885-8605 phone c � (503) 885-1206 fax rl Illllllllllllillllll ' Illlllllrr rT1111irlIIIIIIIIIIII IIIIIIIIIII V IIIIIIII � IIIIIIIIflllllllllllll NOTICE: IF THE PRINT OR TYPE ON ANY I 1 I I I Ih I I � I I I I I I I I I I i I I l I � � ( � � � I I I I I I I I I III III III I I � ! ' � 1 I III III III I IMAGE IS NOT AS CLEAR AS THIS NOTICE, L_ - _� - _-- _-_`I- --- I- __ 1 -- L_ J -�1--- I- �1 - _- L --- - L-------I g I IU ! 1�. I 1� be4n' IT IS DUE TO THE QUALITY OF THE No 36 �'_•w_... m,,,*A -,- - - - - - -- t -- . - - ORIGINAL DOCUMENT pIE eT�Z B Z G1 7 9 Z Z 6 Z 1 Z t1Z O z s t 9fi G�t 9 t 9 t 6It I L'�? Z t t t 1Ig 18 G 9 4 i` I iB Z t�tru� I illlllllil�IIIIIIIII�IIIfIIIllllllllilll� I I ILII 111 I�j�j I11 III►►III � ►IIIIIIIII. IIIIIIIIIIIII►III IIIIII�IIIIIIIIIII I�IIIIIIIIIIII II I I � 11 ( I I�I III II�III illll� IIIIIIII�Ii,llllll�llllllll II III I � II II II III IIII II�<<IIIIIIIII iIIIlI1II�Ililllill uu��<<ll�illl�l�l�u�l�ul�u�.u�u�lu�u��l�llll l SII u IA -r fi / , O 1 a V tD O -- ANGLE BOTH ENDS OF FILTER FABRIC FENCE TO ASSURE SOIL IS TRAPPED nn rr11 nnLu n RUNOFF WATER WITH SEDIMENT 18" MIN. GRAVEL (12" MIN. DEPTH) C � ��j � c INTERLOCKED 2" x 2" POSTS �� n AND ATTACHo da o,o. oo . �gdc3a° 7_j� m'TOP VIEW 0. 0 _ ru FILTER FABRIC MATERIAL 36" WIDE ROLLS WIRE MESH WITH FILTER A SEDIMENT �✓ EROSION CONTROL PLAN — STANDARD NOTES FABRIC ON TOP G STANDARD NOTES FOR SEDIMENT FENCES: � (�`�;�,,�d,�;-- �', �' • ' � ,: ;, r .: ,,x� � _ 1 THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT I . "if , h ,�% FILTERED A. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION/SEDIMENTATION WATER CONTROL DURING CONSTRUCTION (ANY TIME OF THE YEAR) PER THESE TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOLTS. WHEN �' ;, ' ' � �: ��•�'` � �: PLANS AND PER LOCAL STANDARDS. JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER o �' i 3� - ✓ ` � � '� "� •` �; NOTE: BIO-FILTER BAGS ARE ALSO ACCEPTABLE. ONLY EN A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND B. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES BOTH ENDS SECURELY FASTENED TO THE POST, OR OVERLAP 2" X 2" -4I r' �� 2 INLET BARRIER NOT CONSTITUTE AN APPROVAL Or PERMANEN 1 ROAD OR DRAINAGE POSTS AND ATTACH A5 SHOWN ON DETAIL. /(� /� /�//� /� � /� �� �� /� /� �� �� /� DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE -----'-' --- CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) - -- - - - ---- - -- i i -- - C3 ERO-INI_T 112" = 1'-0 � CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A I C. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAXIMUM OF 6 FEET APART AND DRIVEN SECUREL`' INTO THE GROUND A 6' MAXIMUM SPACING ' ' MAINTENANCE, REPLACEMENT, E E UPGRADING D THESE ESC - - ' MINIMUM OF 18 INCHES. FACILITES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR �°" FRONT VIEW UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6 VEGETATION/LANDSCAPING IS ESTABLISHED. �� INCHES. ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE 2" BY 2" FIR OR PINE PASTS, a„� INSTALLATION SHALL BE BACKFILLED AND COMPACTED ALONG THE ENTIRE DISTURBED AREA. STANDARD OR BETTER OR Qd��� D, THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL z Y '. EQUAL ALTERNATE: STEEL ��� Sg BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING 4. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE S,IALL HAVE FENCE POSTS PJF�`PGG`� Sp. THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE &� P 0 FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING MANUFACTURED STITCHED LOOPS FOR 2" X 2" POST INSTALLATION. \`��\w�pJ� doh$ SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE STITCHED LOOPS SHALL BE INSTALLED ON THE UP TILL SIDE OF THE STITCHED LOOPS TO BE- ; DURATION OF CONSTRUCTION, Q -a z SLOPED AREA. USE STITCHED LOOPS �� PP a'o m�o.$do nov INSTALLED ON UPHILL �. " „V SIDE OF SLOPE OVER 2 X 2 POSTS 4 00 0 $ do 'aoa'.$eo ago ��. co 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED I �4.$do tl,g°a:$oo �.; E. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN FILTER FABRIC' 04 a aOo.$t5oo.$ao o� CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN PERMANENTLY PROTECTED AND STABILIZED. SUCH A MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT-LADEN MATERIAL- WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE ' BURY BOTTOM OF n. FILTER FABRIC FENCES SHALL BE INSPECTED BY APPLICANT/CONTRACTOR �i/� 0 APPLICABLE WATER STANDARDS. �� FILTER MATERIAL // o o IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING IN 8" BY 6" TRENCH �\ i PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE /iso RADIUS 25 MIN. P. F, THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM IMMEDIATELY. (-- /\ �� l REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE COMPACT ALL AREAS OF ����/\ CLEAN PIT RUN OR 8" MIN. f j CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS FILTER FABRIC TRENCH /�\/ 2"-MINUS GRAVEL DEPTH NEEDED FOR UNEXPECTED STORM EVENTS AND TO INSURE THAT SEDIMENT ,y 8" / } ew SIDE VIEW MIN, SUBGRADE REINFORCEMENT / PROVIDE FULL WIDTH OF AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. } GEOTEXIILE, AS REQUIRED INGRESS/EGRESS AREA G. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO INSURE , GRAVEL CONSTRUCTION_ ENTRANCE THEIR CONTINUED FUNCTIONING. 1 SEDIMENTATION FENCE -� ; ERO-SEDF 1/2 = 1 -0' sAN .r H. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND �. 3 3 ERO-ENTR 1/2" - 1 0 MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS ',''', F FOLLOWING A STORM EVENT. I. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO 3 I ACCUMULATE WFFHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE TO S 4 I I T'OL LEGEND THE CLEANING LIOPERATION SHALL NOT DF USHRSEDIMENTNLADEN LGN -G D WATER INTO THE DOWNSTREAM SYSTEM. ;�f,a���¢¢ WV LP `- - - -- - -1�q__ EXISTING COIJTOUR LINE EXIST. N W J. STABILIZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE ---__� NEW CONTOUR LINE ® � CATCH BASIN SPELL; THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE LP �- QO • MANHOLE •_ � „� � BJMP }=,i� PROJECT. SEDIMENTATION FENCE C- LP �312 312---�;-- -�� �-- 310 6'�uM/�F'Lh; �'vr �., C'� UTILITY POLE K. STORM DRAIN INLETS, BASINS AND AREA DRAINS SHALL BE PROTECTED OQ ---- �/ '� /(D\ �� FIRE HYDRANT `• �, --.., -. s �� INLET BARRIER UNTIL PAVEMENT SURFACES ARE COMPLETED AND/OR VEGETATION Bio ; I �M �M METER IS RE- STABLISHED. -310 --- cl 0 0 UTILITY VAULT' t ' L. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY I / •'' - '� � EXISTING SPOT ELEVATION T T TRANSFORMER AND PAD /Sp ------308 " ❑ ❑ AS PO.SIBLE. _ 154.5 VALVE BOX COVER RIGHT-OF-WAY LINE - '� ` NEW SPOT ELEVATION ® ® M. SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER 1 FOR EACH i PROVIDE STAKE, SEE SPECS ` ' `�� \a: 308 __308 _ -- 308 (.�5 �- . o_ ,,,�_ PHASE OF CONSTRUCTION. , •• ,I� LIGHT POLE ELEV. ELEVATION WALL MOUNTED LIGHT N. IF THERE IS EXPOSED SOILS OR SOILS NOT FULLY STABILIZED FROM _ '`i°, B.M. BENCH MARK .� FIRE DEPARTMENT CONNECTION NOVEMBER 1 THROUGH APRIL 30, THE WET WEATHER EROSION CONTROL MEASURES WILL BE IN EFFECT. SEE SECTIONS 3.3.7 AND 3.3.8, TECHNICAL c TOC TOP OF CURB EXISTCB °' O -� 306 ,1%± BOC BOTTOM OF CURB GUIDANCE HANDBOOK, FOR REQUIREMENTS. ---306 — _. 306 Ir`-, ;� MH MANHOLE 0. ESC MLASURES SHALL BE REMOVED BY THE DEVELOPER WHEN VEGETATION / r LAI CB CATCH BASIN IS FULLY ESTABLISHED. D/W -� A'/ Cv. _�_`•—304 304 300 FUSED-A#�8R€TiTX-L41:€ -3U0 \. f ,,3 300 � j :�.%i'/,%;;;:/%!�'/ii !• �-'^- ' 298 �, SW49 -- ° / ,:� '%// /.lf•7 %, i :ii3:i' // r 7 f' //�/'`���11V c � _--�- 296 J --•�—_ 12198.0 �g20 V ` 29 '-- 226 // - 295 D/W -� ` .r,�� i%, :j' ,,1, !!; 6 X94 a•• • 4 ti �` ' '� ' '/'%/�. / ® - 294 - - 294 �- - `292 293 290 291 �[ PED STRIAN WALKWAY i j2 29 CEN a OUTLET STRUCTURE --yl—_ -i�"__ r 292 SEE DETAIL THIS SHEET 2y CENTERLINE OF < z --�-_` T STS MH x_293 — --- U - EXISTING DITCH : f1 - - �• - -- - --- - - - RIM 296,45 P '•: -- =nr�n - • - __._- - n PP W/UG -__ 5 t3"IRON ROD--\ c�J 6 , , " � � --��`- 90 886►49'�0'E 188.x3' PP �6 / I (N�) 279.25 0' 4 S894910 E 172.25' EM _ _ _ .. _ _ "IRON PIPE - `•Z — / SHED ° a GRAVEL CONSTRUCTION ENTRANCE SEDIMENTATION FENCE, TYPICAL - - INLET BARRIER, TYPICAL Q SEE DETAIL THIS SHEET. SEE_ DETAIL THS SHEET 28g 20 MAPLE _ SEE DETAIL THIS SHEET. O ix EXIST STS MH • °� ' SHALT `-x_I RIM 29 1 s ;+'t AY I (,SW 285.21 + F i 0 _ 1IL LL 4, 2 H J � U) [EROSION CONTROLPLAN ` , RIGHT-OF-WAY LINE � V D �li,i f kwv 1(1y98 IQ V Y SARAN bIT2002-ocn22, PLM2 Q52.0036:, Q z 0 irx SCALE: 3 of 5 u- 1 / 1 <'-0 0 20 40 EXPIRES: 12 j RIGHI­ •OF-1h AY LINE F W Z L�)D h F I L E W I S & VAN V L E E T INC . DATE, 98 AU91J8T ?OOQ • �' DRAWN, 680 V. '8660 CONSULTINGw boonerry ENGcNFERB JOS NO., 00070 7� tualatin, oregon 97062 503)) 885-8605 phone 503} 885--1206 fax C3 p; } NOTICE: IF THE PRINT OR TYPE ON ANY r� 1 I r l l l III III III III I i l l l 1 1 1 I I I I I T(r T r l r 1 I r 1 l 1 1 1 111 1 1 1 I I i I I i i I I I I I 1 1 1 1 1 1 1 I r 1 1 I ( I I I I III ►'I IIII I I I I I I I I I I I + I � � � � l� rfl � � i III � r + i � � � i � � l IIIII � � � � ilf ( I � I I ' I II IMAGE IS NOT AS CLEAR AS THIS NOTICE, _11- - - I I 4 Ij ! 6 ! I I I f _1 - 1 _- -_ � _ _-_ . 1 _ 8 10 11 12 bee, IT IS DUE TO THE QUALITY OF THE No 39 ®, ;.... ORIGINAL DOCUMENT - - - -- - - - - - --- : £ @Z 8Z LZ 91Z Z t'1Z t.rZ �Z lZ UZ 8i 8l LI 9t 9i bt £i �Zt I tlt 1 i 8 B L 9 4 id £ III�I �IIII�IIII������II�III�II►IIIIIII�IIIIIII► �I II � � � I I I I I I l �� � ��� ►IIII► IIIIII.► IIIIII►III ILIIII II I IIIIVIII IIII II •�IIIIII II 111 I IIIb II I III I II III IIII�IIII II IIIIIIIIIIIIIIIIII�IIIIIIIII IIII! VIII �� 11 jj jj 11 ff i 111111 IIIII�IIl�Lllllllllllllllllll IIllllll11111l11111�1tI111111U111 �l lI Il !I ►, IIS 1111111111�ll11�. IIII � I►��111111u II N c C__ c o >> J Foul (D 8 PUBLIC SANITARY SEWERD___ 17) SW 68TH PARKWAY � � �� m FOR —TC G Co co R> TAX LOT 5505 SW 68TH PARKWAY ci< A w 0 I A A 1) O I 1i` f �1 p•�1 OWNER DEVELOPER: INDEX OF DRAWINGS _ ,� BANK OF SALEM P.G. 30X 84? 1 of 2 GENERAL NOTES, VICINITY MAP, DETAILS ADEM, OR 2 o 2 PLAN AND PROFILE (503) 585-5290 C(.)NTACT: PETE VRONTAKIS Fs s z VERTICAL DATUM MARL-LEAF PO 0 A � ENGINEER BASED ON NGVD 29(47), BASED ON OAK BENCH MARK No. 4015 OF WASHINGTON N 3 v 4 COUNTY SURVEY No. GC-5. Lc`WIS & VAN VLEET INC . SPRU F:i CONSULTING ENGINEERS PROJECTSITE18660 sw boones ferry road ` sn tualatin, Oregon 97062 (503 885-8605 phone CT) 5033 885-1206 fax ou SW HAINES � > BAYLOR ALL WORKMANSHIP AND MATERIALS TO MEET CITY OF TIGARD Q AND CLEAN WATER SERVICES STANDARDS. o CLINTON q OUT ST 0 z ELMHU ST kw F A KLIN VICINITY MAP N.T.S. LOCATE FRAME AND COVER OVER LEDGE OF AT LEAST 12" IN WIDTH ° G d \ v �1D a v� Q v e .,4 e O O Lj \ CLASS "B " CLASS "A" MAXIMUM 27" FROM SET FRAME IN NON--SHRINK TOP OF- FIRST STEP- GROUT TO TOP OF CASTING -' /r _ D GRADE RINGS (2",4",OR 6") / SURFACE RESTORALON MOUND EXCESS NATIVE MATERIAL ° SET IN NON-SHRINK GROUT NOTES: AS SPECIFIED OVER TRENCH TO ALLOW - FOR SETTLEK'ENT MANHOLE TO CONFORM WiTH STANDARD ECCENTRIC ASTM C-478 C ­,--y3' CONE SANITARY ,,,;,, e b - MAI .JLE FRAME AND COVER 4 N v� �� ' AS SPECIFIED SEE QPAWING 110-SA/120-SA � a o. e • - ALL PIPES EN TERING OR EXITING SHALL BE WATER, TIGHT -- 24-3/4" - -CHANNELS TO BE 3/4 VERTICAL q 0 . 7 ° • D HEIGHT OF PIPE-SMOOTH FINISH ° a I - w - UNDISTURBED —� • 4 UNDISTURBED -- RAM-NECK OR KENT-SEAL TO BE EARTH Cr C NATIVE EARTH USED ON A'_L MANHOLE SECTIONS , 4 MANHOLE SECTION �_ 22 COMPACTED Ir-� (VARIABLE 1' 4') ' 3/4" - 0 CRUSHED MATERIAL--]�^ - INSIDE DROP MAXIMUM 2' I " z ROCK VERTICAL DISTANCE INVf T ER O Itd ✓ 27 ERT 25„ �� m Q a ° --- D ° MINIMUM HEIGHT OF STANDARD -- •� ' '•• � z TO BE 5' ` v —T- - r e o C - SEE DRAWING tv;''. 100-SA MANHOLE S1EPS � `4 �°• • ro,• L I / 3rr 7rr - KNOCKOUTS TO BE USED WHEN STUB OUT PIPE ,• ,� •e � °a..t �..I Lu a � ' .,;rte• °e•o,� IS 3' OR LESS ,• , -• '.•,,,�� Q - MIN. .20' FALL BETWEEN INLET AND OUTLET .a_ --- D v � 4A •• e 4 • ° 48"MIN. � _ I •�::o• '-•Z a' •�"o° D D ^ --- -� 3/4" - 0 CRU ,h_J ^• 4;,p.•e °4 o a 1/2 PIPE O.D. Q 23" -- o --- — -1 ROCK �4 s ���� _ PLUS 6" 12" MAXIMUM -_ / �\ 1"/FT. SL-)PE ° 1" MIN. FROM TOP OF r- o ° FOR CONCRETE PIPE \ -- _ �°- • • .'� O � PIPE TO MANHOLE --- -_ _ 31 _ 8 -Q = _ •• .L81' � 11 SECTION --- — 0080 �$0M01°° �\`^ 0 8�°010 LL `jjL - __ 3/4„-0 °poy ° o ° o °J o 0 0 ����0 PFS v. -'I P_ v PIPE 8'°`'0 0 0 o gg° 8o O o .�' GINE0 e --,)I J 4, ` BEDDING o°� °0�,0`o Qom a o O p o o 0 � F� � w q 14, 92 0 - _- _ .�. g _ NOTES: oA08 ooNOW��O ° ° ° o ° 0co% 08 -- - 1. SUBURBAN TYPE NOT FOR USE IN TRAFFIC, AREAS OF COLLECTOR AND ARTERIAL SIRE / O(c 0 80 0° 0 0 0 0 0 °o oR B°a ,,,3 �° v 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. vG' 0 4 a . 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ,ALL AROUND. / \ °'�' 12' OF 3/4 -� COMPACTED 8 MINIMUM CONCRETE ¢ BASE MATERIAL - `-' " "� 98 4. NOTCH LID FOR LIFTING HOOK. _ r _ Fp �� 68th Pkwv. M20 C F SARAN 4� SIT^J02-00022,PLM20109 02-00,; 2 Q __ 1/2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 18" 4 of 5 I�. A fi MINIMUM '.' '::. .•.-. W) 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 18" AND LARGER EXPIRE_-,: 12131102_ 3 �� � a Lio STANDARD MANHOLE DETAIL - LEWISE W I S & VAN `J L E E I- INC .INC . DATE, 2A AUGUST 2002 _ 2 STANDARD MANHOLE FRAME AND COVERr3" L TRENCH BACKFILL DETAIL CONSULTING ENrjINEERS DRAWN, 68r%18660 sw boones ferry road JOS NO., 00070 5D010SA PJ T. SD110SA N.T.S. 2 SD200CH5 ! /1' - T tualatin, Oregon 97062 03) 885-8605 phone �R ®� 03 885-1206 fax 2 CWS PROJECT N0. 857B NOTICE: IF THE PRINT OR T YPE ON ANY r l r III Ili !l I Ill + !l I III ! I ill III ill ill III III I I►+III'Ill III III I I III III Ill III f I I III III IIII III III III III ill III I I III III I I I I I I I III III I l l l l-1 tI III III VIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I -1(- -I- _I_ I.3I-- I 14l- I _ I � 16 I . 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L, ,6'! N I .,,r I .,h'.F•, �/ ,II, 1 AI r r x...J r.�al•.n .r•F,•...J.M --�__ !n W W 315 REMOVE 310 � r 310 .... .. ... .. ....... ....... ..11 .... .... .... .� .... ... „ .._ .. ... .. Tr Nfr,. ..ML n•W,F+, nW,Wixr'Wv,MiWrP» rns,•w•rMb•..Aw,noa,.vx:MMt+ ,o,.JHaaw.awrrtr.r»w,I.+ ' ` b 305 . _a ....:..:; ...•,n r�w..Ae.. .. ,'.aurr.,xt.,aw.+•r'e:'• ..,.. +.p✓+FLr+'.,:,,..vr +rw.wa v..w..ar w r w.vwpww ,w. .....,r.,..,.uww.< +nwa.«wr s.r+ww w,we 305 �� _ 300 �\` ks�� _ ...._... ... _._.. . y CIZ F +�``S•`\\���J�6+�~ V `_ '+•,Nt�wlr•rr H'rt.i'.+»p'�l r •:±,.v,r4.,r.MYA,aW u.n,Ap+1 RYIr,'A»wN+r n,aa " � 300 + ul- 0. S NEW GRADE ADJUST EXISTING MN RIM • \ _` AT PROPOSED TO MATCH NEW PAVEMEIIT I, 295 ��, 1 WATER SEWER LINE ELEV 29G.0± PROPOSED jf. � 'hiMWWN r•M w�' WP MMrLW.FtIH,•rp,rlraY,n'r»A.4„� 205 EXISTING MH RIM mac CUT EXISTING SANITARY SEWER EXISTING GRADE ' .. ELEV 294,33 .». CONNECT TO NEW MANHOLE } aos AT PROPOSED " - - '• - - ---__ -- -- -- - -- AT INVERT ELEVATION SHOWN. CF 8' ,okc SEWER LINE .,_ ...,. � _ _ ... 290 �092g � 1 PROPOSED- STORM � N. .. . . .._ . .. _ .. .... � i � STORM LINE .. . .. . . '."•.r•IFr -a. .r.»,n. rd••r.......«r.,,..r.,...�„»r .,'~A».'r.,,....,».,.I...«°•»,..,..� .,,..,..�:....,,,<.,.r�� ._.,aA«,,....�,,...,.,.•.b 290 t y 75 LF 8"PVC 3034 ;i• 6. . . r� -" - 45 LF' 8"PVC 3034 S=0.0050 S=0.0050 t 285 ' 285 w ._... .r...-..n....:.,...:. .,{�.. .,.x..., u.n v..r,.r.r.t.. iv.rw•>;e..'•.,a:r..l .n mr,,..v.,:+rr:Ar.wry lxrt.w..�.n°nwrrxcwA.xn*,wa,R ,.,,n+rwrm+awaamn.gwa ' atimrw rt.I,Nre vdlRvwn,nw w,wmwn :n..wvw,w,c n.•sl .+.•alrrw�rrrw»wr"..•ww aelgxMrowFww»urt-.., EXISTING .... . ..... .. . . .. . '' ST RM LINE�I, EXISTif.; STORM LINE x 280 al 7 280 tt t. .. .. .� . ... r... t"'ah,rwti...,....' _.. r..nY.a ,. ,....�,,,,.wH,n•,v'Wrot•Y,p.rgwr•.. L:+,.rMxr+.W.:��r�.AW,tenw.�r. .,krcr....«N,...4M.x,.,-W}, Y.N„_4n.r,nr,,,.,.,wn V..,.<,:! I fit/ 1+00 2+00 .�' 3+00 4+00 4 , PUBLOC SANITARY SEWER PROFILE SPEED �. I ,,r•,,1 ,; _f. Po'�1' .!.. i BUMP SCAL .1' r LP E: =20' (HORIZONTAL) S --�;;;,� -` a � - 1"= 5' (VERTICAL) LP 312- } 312 312- 310 - ,� C.�. n a•MAF -� -�_✓ �~ y 1+00 EXISTINC MH `:i. ��/� LEGEND RIM 311.75 \ ), r. ' IE (NE) 304.45 '•: ; - •�. .o � �M # SAN � NEW SANITARY IE (W) 304.65 71,, -�' 1 --- - - - SAN - EXISTING SANITARY �X�T_ ■ !E (SE; 304.15 ac _` ...... .. .. .. . _. 08 '� 3 # CATCH BASIN / _tib _ tEMW #"STS - NEW STORM SEWER - r IGHT-OF-WAY LINE 308 ;;•{ - #"STS - EXISTING STORM SEWER Q MANHOLE • � a. - ___ --- - -- -308 If:? 304 ��..>' - - �0a W NEW WATER �� �� UTILITY POLE W- EXISTING WATER-.._._..��-�`'----- - _ -- :.r'r•�� f I �'�, � ,-J,r'!�� DW- DOMESTIC WATER � /0. FIRE HYDRANT STA 1+86.79 1_'� '� ':.i _ METER EXI C � • � --' '06 NEW SAN MH1 I •����� (c�, FW - FIRE WATER �` „ - - I \ Y��`r. - G - NEW GAS Q UTILITY VAULT b • _ RIM 303.8 -306 - ��J ___ r IE IN (NNW) 294.78 __ `"306 ,, �( - G - EXISTING GAS 4 CTj TRANSFORMER AND PAD W 8 IE OUT SW 294.58 �- 1 t-�cr• E - NEW ELECTRICAL «fl- \ \ D/ - OUT(SW) i --304---""'�t` �, F... LIGHT POLE �- E - EXISTING ELECTRICAL ,' . ,! `'. �.; IE INVERT ELEVATON ��� WALL MOUNTED LIGHT EXIST CB -, o� -,�. `� ---302; L I ("1 C.0. CLEAN OUT < K� FIRE DEPARTMENT CONNECTION a / i °' IM-307.04 f'''`' �j ' MH MAN HOLE DQ , \ •. STIN SAID SEWER � ' .� �` IE 4 % � �`''' c.,,.1 ;� N VALVE -�S 0.1076 ABANDON EXIST (SE) 302 SAN SEWER---_ _ _ ` i r r , CB CATCH BASIN 0 0 CLEANOUT 1 1 _ �.300� «, -- -- - - THRUST BLOCK EL) �� � I 300 - - - - 1N€---- 30 ---_` • S t 0 3n � d: \\ Ri1v1 97. 8 L '96-- -- \�•` �� I 1{4�' _ 98- -- __ E •0 \ Y -- CAtTr- !298 w • \r I , IING� _ _ ee_�as�lo E 29076- _ - ° 29700 I \ 296 - 1"W-f 2 4 AN C. - Q� 294 --- ------ 293 , --292 - - - -- /f bM PEDESTRIANIE 292 �� r. -- - --- -- - --- ------- 291 - - �.� - _ ` '•" )F15i -- 294 X32 - -.-WA 290 _-- TtR QIlAtITY WA KWAY ! ` -4"SAN 01�.`. - --- . W - - r- 294 -L DE-T€PI PO4 POND fill J--Yf.L'6V0 I CENTERUN[WCIA- --� _. _ _ W -' � 2+65..,7 2 NEW SAN MH2 \ `-•�� /-'- � _ � u• vt.. I t .r.�, � - C"elu 1, C i RIM 29-7 �r i ?� �� � ✓� _ 9, 4 � 5-0.0050 OUTLET STRUCTURE r 8„IE II�(N-W) 287.34 - - - 292 �„"•--�� SEE DETAIL THIS SHEET 8 JE -Ol}t��) 287.14 -'t - _ - - 1 y "' �..290 °..• Y �� -,.... bt�,_._a-:._'1C_.... .. ..�-_J -.'{.-" R {�: .�. -•M k 71e_ ''� � "' ��^^ CENTERLINE OF d � _ - - '! EXISTING DITCH S TS M H S89'4b'10'E 68,82' O _ 290' -- - - 2 WIC NN V / 5 8"IRON ROD V __ F F RIM 296.45 F (� UG _ 8W4Wl0 E 188.63 p ° _ 2�6\ 1 (*E) 279.25 _ \"' .� ; ` A AS8949'1U'E 172.25 EM - ` _- -' - --- - - - - --�.�_ _ _ _ _ - 2"IROI'J PIPE �L� � SHED -------- U- � STA 3+41 r09 STA 3+86.75 ''- EXISTIN_G SAN MH �( a -�'�'I �� / f` •" NEW SAN MH EXISTING SAN MH -RIM �9z ADJUST TO 293.8± Iu� _ RIM 296.23 -Rtfa4--29 . (ADJUST TO 296.0±) ZO 20"M LE -_ - I�_ N) 296,13_ ) n 4"IE N(N� 286.96 EXIST IE IN(N 286.73 -_� s" - p 8"IE IN(W 286.76 --Ejf! f�-irt' REMOVE I 28 ,2 ti E >W 6 3 Q (REMOVE) .,X-X -^-IE l3) 2, 5.93 ..,I � 8"IE OUT(N�S 286.68 NEW 8"IE IN(SW 286.43 I \ EXIST STS MH / �+ � I-it+l_f rfl - RIM 292.51 _ \ Nevi, IE OUT(SE� 286.33 E �L 'i:: �EXISTI'.!G SAN MH O a \. _ I ,SW 285.21 .rg = SIM x290.8 6 LL = r ` L) / 1 1 IC �S� 284.86 PR ,f X L, co W 1 _592 - RIGHT-Uf -WAY LINE a I�U CmD L I C SANPTAIRY SEWER PLAN SCALE:1"=20' �y SARA" t 68th Pkwv. 10998 1 1 20 T 0 20 -40 EXPIRES: 12/31/01- SIT2002-00022, PLM2002.00362 RI(;IiT-OF-W/;f LINE Sof 5 w � Z � 4) cUNSILILTSIN[VANG I EET ING . DATE, E8 AUGUST 2002 WV DRAWN, ®8D 18660 sw boones ferry rood JOS NO., 00070 tualatin, oregon 97062 503) 885-8605 phone � ®� (503) 885-1206 fax 2 NOTICE: IF THE PRINT OR TYPE ON ANY 111 1 1 1 1 1 1 1 ! I I I III 1 1 1 I I l i ! !!I I l l III III III I I I I I I I r l 111 III III ! 1 1 1 1 III III III III III I I ! 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