6855 SW BAYLOR STREET-1 Ag
BAYLOR
COURT
i............ . ......................�j0d Col ISWe'I a•S 1
1.................. �-.ON 11Wtf3d
1 fJ�Cul ' �•1(iou•e4l Aluo,oj 1
LOCATED IN SECTION 36, TTS, RTW, W.M. :1 '• .....no ddd
CITY OF TIGARD, WASHINGTON COUNTY, OREGON anvou40Allo
TAX LOTS 1300 AND 1400 (MAP NO. 1S136DD)
19fULOPLTR GENERAL NOTES - CITY OF TIGARD
1. THE CIMS STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS U.S. DEPT. OF TRANSPORTATION, FHWA, :
1988 ED.
ESLINGER BUILDERS, .NC.
2. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITES STANDARD SPECIFICATION AND, ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) 1
11575 SW PACIFIC HWY ..,V._...... . ,...... I APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA.
TIGARD, OR 97223 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 d
PHONE: (503) 245-9773 _. I RESPONSIBLE FOR PROVISION OF TIMELY N011FICAlIN OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE & RESCUE) AND TO
TRI-MET AND TIGARD AND BEAVERTON SCHOOL DISTRICT.
FAX: (503) 245-9908 I 4. ADVANCE WARNING OF IMMINENT TRAFFIC DI RUPTIN SHALL BE PROVIDED TO THE GENERAL MOTORING PUBUC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE
LESSERC I , I I CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE iNMATIN OF CONSTRUCTION WORK. o
l 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 �
f'NGINf'fRING / SIIR�� v(jy0 FIRS 6. T�I f, 1EFFECTIVE ACCESS IS ESTABLISHED. N
�•,"^'/] �,,j I 6. TRAFFIC CNTI.QL DEVICES, FLAGPERSNS, ETC., SHALL BE IN PLACE PRION TO INITIATIONOF CONSTRUCTION WORK AND SHALL BE LFFECIIVELY MAINTAINED.
N Rl
AKS ENGINEERING & FORESTRY, LLC V I 7. NO WORK VALE BE PERMITTED DURING THE HOURS OF DARKNESS, NOR BETWEEN 9:00 P.M. TO 7:00 A.M., MONDAY THROUGH RIDA! NOR BETWEEN 9:00 P.M. TO 8:00 A.M. SATURDAY,
13910 SW GALBREATH DRIVE, SUITE 100 PAUAY NOR BETWEEN 9:00 P.M. TO 9:00 A.M. SUNDAY.
13910 OD, OREGON 9 DRIVE,
I > 8. MINIMUM TRAVEL LAND WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL ALSO E PROVIDED FOR. o
SW HAINE a 9. THE CITY RESERVES THE RIGHT .0 ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. Cu
10. BEFORE INITIATING ANY CONSTRUCTIONACTIVITY, THE PERMIT HOLDER SHALL CONTACT THE CITY'S PRIVATE DEVELOPMENT REVIEW ENGINEER, (x'639-4171) TO ESTABLISH A PUCE, TIME +
# z 6000
PHONE: (503) 925-8799 p
MEETING. ZZI
FAX: (503) 925-8969 I 9L I AND
THE OR HIS CONTRACTOR SHALL NOITrY THE CITYS INSPECTOR AT 639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) HOURS rl
o f
Y swn I PRIOR TO ANY STAGED INSPECTION AND AFTER COMPLFTING WORK COVERED BY THE PERMIT.
yT N St 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 WORK
LtNCLUM CONTACT,• a SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROMSIONS AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CIMS STANDARDS AND a
SM SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK PERFORMANCE.
L
ALEX HURLEY 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
r m CONDITION, REE RW
FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. L.
PROJECT TVR!"VSG�r.• 14. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND V10LARN SHALL BE CAUSE
FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CIN MAY AT ANY TIME ORDER IMMEDIATE (FAN UP AND STOPPAGE OF WORK TO ACCOMPUSH CLEAN UP. nl
2-STORY OFFICE BUILDING � '�• - - J-91FEIET,
-- _ 15. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER
..e SW BAYCORRECTIVE ACTIN AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL r-
PROJ�'CT AIIDRESS. Q R 16. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD GRASS MIX; SHRUBS, FLOWERS, BARKDUST, EXISTING SINS, PAVEMENT MARKINGS, MAILBOXES,
? V1 ET. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND AND MATERIAL.
LO 17. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC :3
SW 68TH PARKWAY AND SW BAYLOR COURT PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY R„,E ORDER CORRECTM AC11N AND 3TOPPAGE OF WORK TO ACCOMPUSH EFFECTTVE N
TIGARD, OREGON 97223 DRAINAGE CONTROL. N
18. EXCAVATOR(S) MUST COMPLY WITH 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. H
19. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR 801P VERTICAL ELEVATION AND HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE INGGING IF NECESSARY).
VICINITY MAP SITE MAP SHOULD CONFLICTS ARISE AND REDESIGNOR RELOCATIONOF FACILITIES BE NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE CITY W
IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES.
20. A TEMPORARY HARD-SURFACE PATCH (COLD MIX AC OR HOT MIX BASE PAVING) SHALL BE PLACED N TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, v'
NO SCALE NO SCALE N SIZE 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 rROM THE
PROSECUTION OF THE WORK, `=
SHL'L'T hV0fX 21. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACIUTIES (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'
EXPENSE.
1 COVER SHEET - GENERAL NOTES LEGEND 22. ONE AS-BUILT MYIAR DRA'MNG SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY C
Mr 2 EXISTING CONDITIONS PLAN �]]� PROPOSED IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM N FAgLI Y, SHALL BE PROVIDED TO THE CITY BY A REGISTERED CML ENGINEER ALONG WITH AN ENGINEERS CERTIFICATION w
OF INSTALLATION COMPLIANCE. L
3 EROSION CONTROL PLAN 77DECIDUOUSE O • 23. A SEWER SYSTEM AIR-TEST AND (V.H.S) N TEST REPORT AND ONE SET OF BLUEUNE 'AS-GUILTS" (OF EITHR OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) MAY BE tti4 GRADING PLAN PROPOSED REQUIED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTIN OF ANY BUILDINGS TO THE SEWER SYSTEM. L
EE _ - - - - -- 24. THE PERMIT HOLDERS ENGINERANSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A WEEKLY BASIS, TO THE CITYS iNSPECTOR.
1I 5 DIMENSIONED SITE PLAN MONUMENT o RIGHT-OF-WAY 25, THE CITYS INSPECTORS MAY, AT THBR DISCRETION, REQUIRE PROVISION OF TESTS AND OR REPORTS FROM THE PERMIT HOLDER, PERMIT HOLDERS ENGINEER OR CONTRACTOR TO W
6 UTILITY PLAN FIRE HYDRANT R PROPERTY UNE VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPUANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDERS' EXPENSE.
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, ON
o
7 RETAINING WALL DETAILS WATER BLOW OFF p T CENTERLINE -------- - - - - AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNLR SATISFACTION. I
8 STORMWATER FACILITY DETAILS WATER METER DITCH 27. EXISTING MONUMENTS, PROPERTY CORNERS, AND 7JRV1Y MARKERS SHALL BE PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT HOLDERS' EXPENSE.
WATER VALVE t>4 N 28. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND FINAL LIFT OF ASPHALT HAS BEEN PLACED,
9 UTILITY DETAILS DOUBLE CHECK VALVE CURB 29. THE PERMIT RESOLVE PROBLEMS, TAKE CORRECTIVE ER SHALL DE TO THE CITY ACTION AND, N IGENERAL,WILL BE RESPONSIBLE ESPONSIBLE N CASE OF ANY EM RGENG, THE NAMES AND 24 HOUR NCYY THEEPHONE NUMBER OF TWO (2)PERM T HOLDER SHALL NOTIFYETHENgtt INSPECTOWHO HAVE R, N WRITING,
THORITY TO
EDGE OF PAVEMENT -------- _....._........................ OF �
10 LANDSCAPE PLAN AIR RELEASE VALVE
�f `-.. . _.. .--- . . . . . . . . . . . . . ..... ANY/ALL ASSIGNMENT CHANGES. O�
`. ____________________________ 30. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, N WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED
SANITARY CLEAN OUT o • EASEMENT "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY
SANITARY MANHOLE 0 FENCE UNE THE CITY INSPECTOR OF ANY/ALL ASSIGNMFAT CHANGES.
STORM CLEAN OUT o • GFt,R,- EDGE -- -- -_-----......... 31 IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOI DER TO PROMDE FOR PROPER RIGHT-OF-ENTRY AND/ETR EASEMENTS PRIOR 10 STARTING WORK. PROOF OF RIGHT-OF-ENTRY OR
STORM CATCH BASIN ❑ ■ PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR PROVIDE
POWER LINE _. __. ...... .__.,�,...- -_- -- ...._,,, _ _ ..... ,,._...__... _...... FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS.
STORM MANHOLE ® 0 - 32. BEFORE PLACEMENT OF THE FINAL LIFT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND HAVE THE CIN COMPLETE A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER
GAS METER ® p GAS LINE - - - -�- - - -a+- _"�--��- LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT.
GAS VALVE IIT 3 STORM SEWER LINE 33. THE LOCATIONS, DEPTH, AND DESCRIPTION OF EXISTING UTUTIE$ SHOW ARE COMPILED ROTA AVAILABLE RECORDS AND/OR FIELD SURVEYS. THE ENGINEER OR UTILITY COMPANIES DO
GUY WIRE - SANITARY SEWER UNE NOT GUARANTEE THE ACCURACY N THE COMPLETENESS OF SUCH RECORDS A.
ADDITIONAL UTILITIES MAY EXIST WITHIN THE WORK ARE
`' `' - - - -'"'- - - -~"- - ""-- - `"" - 34. PIPE LENGTHS SHOWN ARE APPROXIMATE, FINAL LENGTHS DETERMINED BY FIELD CONDITIONS.
POWER POLE "O" -•' WATER LINE - - - - 1- - - -war- WT Mr 35. PROPERTY AND RIGHT-OF-WAY LINES SHOWN ARE APPROXIMATE. THESE PLANS ARE NOT MEANT TO SERVE BOUNDARY SURVEY PURPOSES. l
TELEPHONIC RISER I'1 • 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 I
F- -1 MEASUREMENTS, AND OTHERWISE VERIFY ALL DIMENSIONS AND EXISTING CONSTRUCTION CONDITIONS INDICATED AND/OR SHOWN N THE PUNS. SHOULD ANY ERROR OR INCONSISTENCY
TELEPHONE VAULT rl. `T EXIST, THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK EFFECTED UNTIL REPORTED TO THE PROJECT ENGINEER FOR CLARIFICATION OR CORRECTION.
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 TO PERFORM THE
STREET LIGHT is # WORK IN COMPLIANCE WITH THE APPLICABLE CODES, REGULATION, CITY STANDARDS AND PROJECT CONTRACT DOCUMENTS. {
SIGN T -+- ATTENTION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION 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 CAWNG (503) 232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER.
YOU MUST NOTIFY THE CENTER AT LEAST 2 BUSINESS DAYS BUT NOT MORE THAN 10 BUSINESS DAYS, BEFEOR COMMENCING AN
EXCAVATION. CALL (503) 246-6699.
I
Day or Str.8855
SIT2001-00017
1 0l II •
DATE:UUMIIIAL
-1-I -O
REVISIONS: HH - �,�,�•u1YPRO
ENGINEERING PLANNING SURVEYING • FORESTRY F ��'�G1Nq JOB NUMBER
COVER SHEET 13910 SW
IN OR, WA & AK CHECKED BY JORAWING
BAYLOR COURT 617790 97- 094
GALBREATH DRIVE, IIITF 100 /� C
SHERWOOD, OR 97140 ESLINGER BUILDERS, INC. TIGARD OREGON k
r ONMN SHEET
ENgNEERING h FgiES1RY PHONE: (503) 925-8799 FAX: (503) 925-8969 PREPARED FOR: 11575 PACIFIC HWY PMB 160 ,,
BGARD, OR 97223 SECTION 38 (TTS-RTW, WM) TAX LOTS 1300 AND 1400 C, B`' q I OF I q
0
EXPIRES 12/31/01
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INFORMATION SHOWN IS BASED ON A TOPOGRAPHIC SURVEY DUNE BY AKS �
ENGINEERING AND FORESTRY, FIELD RECONNAISSANCE, AND TAX MAP DATA. THIS MAP \,� I I ( IN FEET )
SHOULD NO I JERVE AS A BOUNDARY SURVEY. I I I 1 inch - 20 ft.
I I \
Bavlor Str,6855
SIT2001-00013
2 of 8 1R
SUBMITTAL DATE: -1
REVISIONS: T !G AHH Nom 'EI '� P / JOB NUMBER
-- - ------ -- --- ENGINEERING • PLANNING •SURVEYING • FORESTRY �4, �G I N�y+�,
-- -- - � � 17790 � �. 97 - 094
_ ONS LICENSED IN OR, WA & AK CHECKED BY: N BAYLOR COURTEXISTING CONDITi
1.3910 SW GALBREATH DRIVE, SUITE 100 OREGON
PLAN SHERWOOD, OR 97140 FSLINGER BUILDER,,, INC. TIGARD OREGON 9 SHEET
ENgNEERING FORESTRY 5 3925-8799 FAX: 503 925-8969 PREPARED P�O�i• 11575 SW PACIFIC F;WY PMR 160 �, �r a `� �
_ PHONE ( 0 ) ( } TIGARD, OR 97223 SECTION 36 (TIS--R1W, WM) TAX LOTS 1300 AND 1400 °N►' C. e� 2 OF 10
e ---— — — - EXPIRES 12/31/01 I
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EXISTING DRIVEWAY - CONSTRUCT 1/2" TO ( '
MATCH WIDTH k GRADE 3/4 RADIUS LIP
•i��'. -- CONSTRUCT DRIVEWAY APRON (
i A MIN. 3" SAWCUT AND
R/W LINE VERTICAL BREAK
L R/W DEDICATION I
SEE NOTE 4 EXISTING .' • •�
SEE NOTE : PAVEMENT GUTTER• TO 35' HAIf-YADiH R/W
SECTION TW ELEV=316.17 I
SEE 2" OF 3/4"-0" COMPACTED AGGREGATE °
I2% SEE NOTE 2 NOTE 3 2% CURB AND GUTTER TW ELEV
.=316.17 7'S -{ 4.00 SIDEWALK T EDGE GF AC (M.) I
SEE NOTE 4
0.5' BETWEEN BASE OF WALL - - - I
A AC ELEV.=316.79
AND PROPERTY UNE IYP. AC ELEV=317.16 AC ELEV=317.79 I
CONSTRUCT 1/2" TO ( ) 2.0% 2.4%
10' MIN SAWCUT MIN 2' 3/4" RADIUS UP -� 9.50 A I I C
f- I ELEV=317.89
. PLAN FROM FACE OF CURB
7 CONSTRUCT DRIVEWAY APRON 5.5,-
L
,5' `I 8" IX1RI10E0 CURB (TYP.)� J I
, � ----- 21.55'
EXISTING • ' •• , " • P " • 7.5 J C 7.75 CELEV.=317.4 TY
sa y PAVEMENT - CONCRETE ELEV. A7.59
j _
STREET � � SECTION 18.50
T-
• n " OF 3/4"-0" COMPACTED AGGREGATE I WHEEL-w 950 I 6'X10' BIKE
y 6" (�•) ° d PARKING
2" OF AGGREGATE STANDARD CURB
SECTION A-A (3/4"-0") COMPACTED RETAINING WALL
(SEE DETAIL SHEET 7) 3• y AC ELEV.=317.24
6" % 6" 10 GA MESH I AC ELEV.=317.05) ° I I
SEE NOTE NO. 4 NOTES: ___ ELEV=317.39
25.00
1. SAWCUT THROUGH GUTTER PLATE SHALL BE MADE AS CLOSE AC ELEV.-316.45 " AC ELEV.=316.07 1• RETAINING WALLI I °
-- _..-..- ---- ........... ..........................��, (SEE DETAIL SHEET 7).
NOTES: TO CURB FACE AS POSSIBLE. FENCE (4' RICH RAIL) C
1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. 2. COMPLETE CURB AND GUTTER SHALL NOT BE REMOVED UNLESS __ 8.5°a I °
DIRECTED BY THE ENGINEER, 20% 4]% J fA$V.x317.37 I I
2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. 3. WHEN STRAIGHT CURBS ARE REMOVED. A MINIMUM OF 2 FEET -� �- Q•� %
3. EXPANSION h CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED OF PAVEMENT FROM THE FACE OF CURB SHOULD BE REMOVED .-' 1 AC TW ELEV.=321.58
AND REPLACED.
MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. AC ELEV.=317.04
4. WHEN ENTIRE GUTTER PLATE IS REMOVED THE EXISTING ` 14 25 I
4. 6" X 6" 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY. PAVEMENT SHALL RE CUT BACK ANDA 6" MONOLITHIC CONCRETE .• =
BENCH SHALL BE CONSTRUCTED WITH THE NEW GUTTER TO PROVIDE ' _ --- - ----- ---- ----- /4/
SUPPORT UNDER PAVEMENT. TW ELEV.=316.17 -- F I I °
5. AFTER CONCRETE HAS CURED, SEAL JOINT. I C 4.34 18.50 4' ELEV.=317.42
5.25'
.. me I�24' 14'
AWSTIx P. W[MAf "'• P. 0U[
TW ELEV.=315.50 I i �
a•" � STANDARD oec. xo. °1m�m'a"n° �"M1p1T P,. CURB KNOCKOUT D". xa
CITY a mum ° ' '" "'"o" '� DRIVEWAY 42 rn mAlm . M•[c+l la[[ FOR DRIVEWAYS 45 2'
aw xwm wn ate, x+mrr wn 2'
�-
I COMPACT PARKING "
STALL (TYP)
V 8.0' X 16.5'
CURB JOINT ... .;.... ..
5' MIN. -+� SEE NOTE 5 ROW \ -----_---- ----- '"' ° 24' I Q
•COMPACTED SUBGRADE 3 I ° 5 ATI
3" of ASPHALnc coNc. ODOT CLASS "c" 1 z-� o PROPOSED BUILDING A DEQlcnna+
.t. ROAo .. . . MIX IJ z
OF 3 4"-0 CRUSHED LEVELING COURSE 2ND F.F ELEV. - 329.0 I K I ELEV=329.46
�EN / TW ELEV,=315.50 °
2" OF 3/4"-0" BASEROCK 6 OF 1 1/2" -0 CRUSHED BASE ROCK I- 74' FOOTPRINT - 2,835 S.F.
COMPACTED SUBGRADE I ^ ELEV.=329.95
LL
COMPACTION FOR AGGREGATE BASE, LEVELING COURSE, AND SUBGRADE SHALL ACC V=3.5.37 AC ELEV=314.99
MEET 95% OF MAXIMLI:,' RELATIVE DENSITY BASED ON AASHTO T-99. EJ
ELEV=329.50
SIDEWALK ADJACENT TO CURB ASPHALT CONCRETE SHALL BE COMPACTED TO 91% OF RICE DENSITY PER TW ELEV:314.83 ,__ --_ --_ _ _� AC ELEV.=315.80 IV 7' Q
AASHTO T-209. ELEV.329.50
ELEV.=329.91 I Y
5 MIN. ROW TYPICAL PAVED SECTION 1 STALL )GLL
2 6" ND ma �1 10.0 X 18.5 6' SIDEWALK
ROAD J ELEV.=329.42 I K I ° 01
14'
Or
2" OF 3/4"-0" BASEROCK EXTRUDED CONCRETE CURB I C
COMPACTED SUBGRADE AC ELE1=315.48 I I
SIDEWALK AWAY FROM CURB 4" r6 6" m CB RIM ELEV.=314.:D
SET IN MASTIC
ASPHALT PAVEMENT ON r I I M
NOTES: COMPACTED GRAVEL PAD , w
M ELEV.314.61 C
1. CONCRETE SHALL BE 3000 P.S., AFTLK 2A L. YS, 8 SACK MIX, SLUMP RANGE $ AC ELEV.=314.81 �' ----8'-� 12'
OF 1-1/2" TO 3". ,•,y •• DISPOSAL STORAGE '-AC ELEV=314.55
AREA
Pfn
2. PANELS TO BE 5 FEET LGNG. EXTRUDED CURB SECTION (FENCE PER CONCRETE
TY OF TIGARD PAD ELEV.=314.28 4.291- 16' " 4' 2' -
3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, VISUAL REQUIREMENTS.) A ° 9 ELEV 317 °
UTILITY VAULTS. WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. NO SOME GRAPHIC SCALE 0-"•
° �AC ELEV.315.00 �I °
4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE 2Q 0 10 20 TW ELEV.=314.83 / 24' ELEV=317.42 ♦/�
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 O AC ELEV=313.92 AC ELEV=314.94
CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. AC ELEV.-T?4.89 p{
OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. PAD ELEV.=,514.38 / AC cl ry_31201 E
6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER ( IN FEET ) PAD ELEV=314.08 /
PLASTIC PIPE AT 2% SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. 1 inch = 10 H, , "! FIV.=314.79 6' SIDEWALK
SW ELE+ =31' •� „
r�ra m xo suM 38" "HUNTCO" BR5 BIKE RACK / n /! ° ELEV.=316.06 1
' \ AWmM P. W[xAs 2 3/8" O.D., Y I.D., 0.154" WALL _
nPxmxxe m.mxoa CONCRETE orm. xa - - - STANDARD DRIVEWAY 3
aau wu aw n'•O�' T ASTM A53 SHEDULE 40 STEEL PIPE. A'
�,- w,m "'� Kumx +we SIDEWALK •) 20
aTv a mArm '®� 6' SIDEWALK
ate, xwmr wn
A GUTTER ELEV=314.65
Y+ GUTTER ELEV.=312.15
r
36- SURFACE FLANGE ° °
} PER MANUFACTURES a
SPECIFICATIONS 5'
SIDTRANSITIONFROM EXISTING
O 5' SIDEWALAL K
(MATCH EXISTING) b.
1
BIKE RACK
NDICAIE - _- _- --- _ .-- - - _ - - - - _ - _ -- _ _ -_ _ _ _ - _ - _ _- _ _ - - - _ - _ - - _ _ _ -. _ - _ - - - _ _ _ _
SW BAYLOR STREET
S.18MIIIAL.UATE; -1-77-77
REVISIONS: -05 GINA.PLANNING -SURVEYING • FORESTRY BAYLOR COURT \S� IV17790 JOB NUMBER
LICENSED IN OR, WA 6: AK Baylor Se.0013 b 17790 A 97- 094
DIMENSIONED SITE PLAN I 13910 SW GALBREAIH DRIVE, SUITE 100 SIT2001-00013 ORWON
a of 1 w
SHERWOOD, OR 97140 ESUNGER BUILDERS, INC. SHEET
ENONEBallo : PHONE: (503) 925-8799 FAX: (503) 925-6989 PREPARED FOR: 11 775 bPACIFIC TIGARD, OR 3 WY PMB 160 MASECTION 35 (RD ) OREGONTAX L015 1300 IrND
FC. B `2 5 OF 10
I EXPIRES 12/31/01
NOTICE: IF THE PRINT OR TYPE ON ANY ( Ilt III III III III Ili I I ill III III I T T(TtI)T 1 1 I I I I I4 IT IIII 1III I 1 TfIII IIII IIII II�IIII Irl III II�II)I IIII II)I III III IIII II III III III II
IMAGE IS NOT AS CLEAR AS THIS NOTICE, 61 . }Q .T
IT IS DUE TO THE QUALITY OF THE
ORIGINAL DOCUMENT �9 '1111111
9 ce c ►� eI� c�I t� 8 i e[ at t t t et t t t I a s 9 6 t
IIIIIIIIIIIIIIII111111I IIIIIIIIIIIIIIIIIIIIIIIIIII �Illllllllllll Illullllllulllluulmlllllllllllllllllll IIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIuIIIIIIIIIIIIIIIIIIIIIIIuI Llulll U IIIrK11024
STORM DRAIN NOTES:
STORM NOTES•.
1, TRENCH EXCAVATION SHALL CONFORM 1'D A.P.W.A., DIVISION III, SECTION 301.1.01, AND ti
I
$HALL BE 6IASSIFIED AS EITHER ROCK OR COMMON EXCAVATION. ALL EXCESS MATERIAL FROM O "OTHOLE TO VERIFY LOCATION, SIZE, AND TYPE OF EXISTING STORM LINE (ASSUMED /'
1}IE TRENCH EXCAVATION SHALT_ BE DISPOSED OF ON AN APPROVED SITE. IE 24" PIPE _ 309.13). INSTALL 48" SHALLOW MANHOLE. RIM ELEV. = 311.63, IE
2. ALL STORM PIPE WITH THREE-FOOT 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.
WITH WATERTIGHT GASKETS UNLESS OTHERWISE NOTED. CONCRETE HEADWALLS/TREATMENTS ARE 02 INSTALL 48" MANHOLE (SEE STORMWATER FACILITY DETAIL SHEET 8). RIM ELEV. = i
REQUIRED FOR ANY EXSPOSED ENDS. ALT STORM PIPE WITH LESS THAN THREE-FOOT COVER314.91, IE IN (12" N) = 310.77, IE OUT (€" S) = 31.i;.77.
I
SHALL BE PVC C-900/C--905 PIPE WITH NATER TIGHT GASKETS.
3. ALL PIPE BEDDING AND TRENCH BACKFILL WITHIN PAVED AREAS OR CITY RIGHT OF WAY (� ) - -- r
SHALL BE CLASS B, PER CITY OF TIGARD STANDA.:D DRAWING 180. 3 INSTALL. CATCH BASIN STORM FILTER EE DETAIL SHEET 8 ; RIM ELEV. = 314.50, I
r SUMP ELEV. = 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 I
BE CONSIDERED TO BE A RESULT OF IMPROPER COMPACTION AND SHALL BE PROMPTI Y 4 6" C900 STORM LINE STUB FOR BUILDING ROOF DRAIN CONNECTION, IE = 313.45, _ -= = =
_ _-
REPAIRED BY THE CONTRACTOR AT NO EXPENSE 10 INE OWNER, EXTEND PER UBC/UPC REQUIREMENTS. �;' I n
5. PROJECT ENGINEER RESERVES THE RIGHT TO ADJUST GRADES OR ALIGNMENT TO I
ACCOMMODATE OTHER UTILITIES AS REQUIRED; SUCH ADJUSTMENTS OR REVISIONS SHALT. BE G5 6" CPP STORM LINE STUB FOR BUILDING FOUNDATION DRAIN CONNECTION, iE �
REVIEWED BY THE CITY OF TIGARD ENGINEERING STAFF, AND APPROVED PRIOR TO 311.69, EXTEND PER UBC/UPC REQUIREMENTS. I °COMMENCEMENT OF WORK. �
6. ALL MANHOLES LOCATED IN UNIMPROVED EASEMENTS AND RIGHT-OF-WAYS SHALL BE 6 T = ' 7 I IN 18" N = 318.42 IE IN 18" I ...... _� _____. ._ i _________ ..._........•"......"......•...........--
EXISTING STORM MANHOLE, RIM ELEV. 31 .81, E ( ) ( L-� / � I � �
PROVIDED WITH TAMPER-PROOF LIDS, 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) _ % / i o
MARKED WITH A MARKER POST, UNLESS OTHERWISE NOTED. 318.32. / ^' I / M
I
7 ALL PUBLIC STORM SEWER SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH UNIFIED / ,`, I I N �
SEWERAGE AGENCY DESIGN AND CONSTRUCTION STANDARDS. O UNDERGROUND DETENTION TANK, 36" CPP, L = 90.00'; SEE STORMWATER FACILITY / _ - ......•`•••`---'-"""'•.•-.•"'-••-•--••••. ...........J %
DETAIL SHEET 8. I-- %
6" CPP STORM LINE STUB FOR BUILDING FOUNDATION DRAIN CONNECTION, IE = j`' i� /% I / I / CD
o
312.90, EXTEND PER UBC/UPC REQUIREMENTS. CD
/
J
i / 00
n I I I C)
II I �
- 1 �' U 4;
SANITARY SEWER NOTES SANITARY NOTES ------ ........ .... . ... 3'
1 TIN SANITARY MANHOLE 1 RIM ELEV. 327.36 IE IN 8 E = 322..94, IE IN
'i. ALL PUBLIC STORM SYSTEMS SHAM BE DESIGNED IN ACCORDANCE WITH UNIFIED SEWERAGE O EXISTING I I ( � � f r � ,;'
,,.ENCY DESIGN AND CONSTRUCTION STANDARDS AND WASHINGTON COUNTY UNIFORM ROAD (8" N) = 32?.28, IE OUT (8" S) = 318.76. i /740// i I I �j
I
IMPROVEMENT DESIGN STANDARDS SUBSEC.ION 220.3 'HYDROLOGY' AND 220.4 "HYDRAULICS". / / / ° ,i / I / W
2. TRENCH EXCAVATION SHALL CONFORM TO A.P.W.A., DIVISION III, SECTION 301.1.01, AND SHALL O2 EXISTING SANITARY MANHOLE #2, RIM ELEV. = 331.16, IE IN (8'' E) = 324.97, IE OUT I i r :;_:: .��:_.:::' .::: .::__:: ::a:::::: :'.�..•i I / /
BE CLASSIFIED AS EITHER ROCK OR COMMON EXCAVATION. ALL EXCESS MATERIAL FROM THE 8" S = 324.65. ------ -- --- -- 6" CPP L=29.86 -- --- ----- % - - n% I N
TRENCH EXCAVATION SHALL BE DISPOSED OF ON AN APPROVED SITE. ( } ! S=0.020
I
3. ALL PIPE BEDDING AND TRENCH BACKFIN. SHALL BE CLASS B, PER CITY OF TIGARD STANDARD 3 6 SANITARY LATERAL., IE (b MAIN) - 323.61, IE (® EI4U LATERAL) - 323.92; SEE I ..... � f--- '
DRAWING 180. SANITARY DETAILS ON SHEET 9. x
4. SUBSEQUENT SETTLEMENT OF THE FINISHED SURFACE WITHIN THE WARRANTY PERIOD SHALL BE
CONSIDERED TO BE A RESULT OF IMPROPER COMPACTION AND SHALL BE PROMPTLY REPAIRED BY 7
THE CONTRACTOR AT NO EXPENSE TO THE OWNER. I /
5. PROJECT ENGINEER RESERVES III[ RIGHT TO ADJUST GRADES OR ALIGNMENT TO ACCOMMODATE
OTHER UTILITIES AS REQUIRED; SUCH ADJUSTMENTS OR REVISIONS SHALL BE REVIEWED BY THE I I i M
i� i J
CITY 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 I._ .�. � g" _
( ;��I SAN, L-34.76 ~'
35) UNLESS OTHERWISE NOTED. ALL SANITARY SEWER PIPE WITH LESS THAN THREE-FEET MIN. �I i/ I S=0.010 II / p2q
COVER SHALL BE PVC C-9CO/C-905 UNLESS OTHERWISE NOTED.
_..r
� 7. ALL MANHOLES LOCATED IN UNIMPROVED EASEMENTS AND RIGHT-OF-WAYS SHALL BE
PROVIDED WITH TAMPER-PROOF LIDS, AND SHALL BE 0.5 FI:._T ABOVE FINISHED GROUND AND
MARKED WITH A MARKER POST, UNLESS OTHERWISE NOTED. L
W
WATER SYSTEM NOTES, WATER NOTES: I
4 1. ALL WORK AND MATERIALS SHALL COMPLY WITH THE TUALATIN VALLEY WATER DISTRICT i
-_ / /
AND A.P.W.A. STANDARDS. " " "
STANDARDS; THE OREGON STATE HEAL11i DIVISION ADMINISTRATION RULES, CHAPTER 333; A,V, W.A. , -��-
Adw4STALL 12 „X 6 TAPPING SLEEVE AND 6 GATE VALVE WITH THRUST BLOCK AT o - i
2. WATERLINE SHALL BE DUCTILE IRON PIPE CEMENT-MORTAR LINED AND SEAL-COATED AND EXISTING 12 WATER MAIN. rn � 02
Ii Mo
SHA.I I CONFORM WITh ASTM 536, AWWA C151, AWWA C104, AND AWWA C111. WATERLINES NEED TO " I -' � -
[] INSTALL 1 WATER SERVICE METER AT BACK OF SIDEWALK; SEE METER DETAIL ON I I �0 o I 1 WAT 1 C)
BE TYfON JOIN) PIPE. 10-INCH AND SMALLER SITALL BE CLASS 52. 12-INCHES AND LARGER SHEET 9. (TAP FOR SERVICE AND METER TO BE INSTALLED BY TUALAl1N VALLEY a C� I 4 /,; � I of
SHALL BE CLASS 51. WATERLINES SHALL COMFORM TO ANSI A21.6 AND ANSI A21.11. �__.._�____ U 6 CPP, L=8.55 I 6" WAT " I r
WATER DISTRICT) _._
�+ S=0.261 I �6 AT
3. ALL PIPE SHALL HAVE ;MINIMUM COVER OF 36 INCHES BELOW THE FUTURE FINISH GRADES IN -
EASEME .iS AND STREET RIGHT-OF-WAYS. 4. GATE VALVES SHALL BE DOUBLE DISK TYPE WITH 0 INSTALL 6" DOUBLE CHECK DETECTOR VALVE ASSEMBLY; SEE VAULT DETAIL BF200, I 3 3
RESILIENT SEATS PER AWWA C-509, BUTTERFLY VALVES SHALL CONFORM TO AWWA C-504. SHEET 9. I Q�
5. COPPER TUBING SHALL 9E TYPE "K" SOFT Ok °OLYETHYLENE MUNICIPLE SERVICE TUBING FOR
I" AND LESS SERVICES. Q FDC CONNECTION FROM BACKFLOW VAULT. i 6" PVC C900, L=22.68
6. ALL WATER METERS ARE TO BE INSTALLED BY TUALATIN VALLEY WATER DISTRICT (TVWD). S�.020
7. ALL TEES, BENDS AND PLOW-OFF LOCATIONS SHALL., UNLESS OTHERWISE NOTED, HAVE A 5 � INSTALL 1 LANDSCAPE IRRIGATION STUB-OUT WITH IRRIGATION DOUBLE CHECK � pry
C ASSEMBLY; SEE DETAIL BF101, SHEET 9. � 5 I
POURED-IN-PLACE CONCRETE THRUST BLOCK CONFORMING TO TVWD STANDARD DRAWINGS. $
8. ALL PIPE BEDDING AND TRENCH BACKFILL SHALL BE PER TVWD STANDARD DRAWING DETAIL - 4,1 / I
� � r- %" -7�y 6" CPP, L=31.21 �
6 INSTAR FIRE HYDRANT. (FLG. ELEV=328.85) I ( � i - _�. �. _-__�__.----
9. ANY CROSSING OF WATER MAIN BY SANITARY SEWER SHALL BE MhDc AT APPROXIMATELY 90 r;� S-O.OwO
DEGREES AND HAVE 18 INCHES OF VERTICAL CLEARANCE OR SANITIARY SEWER SHAL'. BE _ _
CONSTRUCTED OF DUCTILE IR014 WATER PIPE WITH WATERTIGHT JOINTS FOR A DISTANCE OF GRAPHIC SCALE
--
9 FEET FROM BOTH SIDES OF THE WATER LINE AND ENCASED IN CONCRETE. / �?' u
10. JOINT DEFLECTION ALLOWED ONLY WITH THE APPROVAL OF THE PROJECT ENGINEER AND CITY -
ao
-' Cl)
INSPECTOR. -- .__.._w___ -_..�.__. � L I / W I
11. THE VALVE STEM FOR BUTTERFLY VALVE SHALT_ BE LOCATED ON THE STREET CENTERLINE - / I '`
SIDE OF THE WATERLINE UNLESS OTHERWISE NOTED ON THE PLANS OR DIRECTED BY CITY
INSPECTOR 8 I Z
12. HYDROSTA',TC TESTS: THE TEST SHALL CONFORM WITH AWWA C 600, SECTION 4 WITH THE ( ItJ FEET ) ;� --a`
N
FOLLOWING MODIFICATIONS. THE TEST DURATION SHALL BE 60 MINUTES AT 150 PSI WITH ZERO 1 inch = 10 ft. � o ° n ° a � 0 I �/ 6" WAT G'
LOSS. DISINFECT THE LINE AFTER PERFORMING HYDROSTATIC TESTING. "' `���o`j i, --/- / ��-� w
13. DISINFECTION: PIPELINES SHALL BE FLUSHED AND DISIt;FECTED BEFORE PLACING INTO �
SERVICE, AND AFTER PERFORMING HYDROSTATIC TESTING. DISINFECTION SHALL CONFORM WITH
AWWA C 551, DISCHARGING OF THE HIGHLY CHLORINATED WATER USED FOR DISINFECTION SHALL //'
'1 NOT BE DISCHARGED INTO SURFACE WATERS, APPLICABLE FEDERAL, STATE, AND LOCAL
REGULATIONS CONCERNING DISCHARGE SHALL BE. FOLLOWED.
14. PRIOR TO TAPPING INTO THE EXISTING WATERLINES, THE CONTRACTOR WILL CONTACT THE / , " ;' 'A
;r TUALATIN VALLEY WATER DISTRICT.
+,
I
EX 24" STM
i y
s1M -- - - --SIM - -91M _ _' _ _ _' _ ._. STA _ _ _ _f� - - - -
��1 SEM - - SIM - - STM - -- 1
F-
/ I EX 8" SAN
SAN->; --' - SAN - --
SW BAYLOR
IS I N �
SUOMI AL DATE: cI
R�VI SI ON S: DESOLD Y: A H ,��p PR►0
_ ��, �U I N p JOB NUMBER
�- - ENIS.NEERING PLANNING •SURVEYING • FORESTRY WAM BY. JGN SCALE. AS NOTEDlq
-�- LICENSED IN OR, WA & AK CHECKED BY' BAYLOR COURT BaylorSIT20 1- 6855
13 17790
SITZ001-00013 1 ? _ 97 -- 094
'
UTILITYPLAN 13910 SW GALBREATH DRIVE, SUITE 100 4of oIt>6coN4i
_ SHERWOOD, OR 97140 1157 GER BUILDER, INC. TIGARD OREGON
---- - _-� - PREPARED FOR: 11575 SW PACIFIC HWY PMB 160 v�„�r� ,�,���� SHEET
__.-- _ --- -_- ENGINEERING do FORESIRY PHONE: (503) 925-8799 FAX: (503) 92.5-8969 c
TIGARD, OR 97223 SECTION 36 (TITS-RTW, WM) TAX LOTS 1300 AND 140G NY C. h O r 10
EXPIRES 12 31 O1
NOTICE=: IF THE PRINT OR TYPE ON ANY 4 �.. .. I I I I I I I I 1 1 I I I I L. I 1 i I f I 1111i� !f! r�i I I,T1� I I!I I I I I! 111 SJ
f�I f�l Illi III I I , III i II! I I III TII 1T1T1 E 1 fllnll llljl1l III 1 i Il!�If 1 III 1 I II!(I I Iff III li! 111 C(T I I !Ii�
IMAGE IS NOT AS CLEAR AS THIS NOTICE, --- - -- - -1 -I--- _ - I-�- 1 - --- I- 1 -- ---- 11� --I---- --I-gL ---- -- --� - --... I------ --1� -- -� J
No.30 "
IT IS DUE TO THE QUALITY OF THE
ORIGINAL DOCUMENT 1E 1 8 Z 8 G z 9 Z Z ib Z £Z [ o z 61 1 I ell[ G t 91(1 91 t vlt F,l t z�t t t �i fR T8
I I I 1 I I � II II I II ILII IIIIIIIIIIIII�I':IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiI'Illllllllfllllllillllll�llll�lllllilllllllllliilllllllllll�lW�11I11J11111111IIIIIIIIl1l111J111�1).�1ll11111111Jlllll�l�lll
� � II,11 I � Ilil ILII ►► ►I►Iil�llll�llllll►II Illlllllllf, ►II►I►II ►III III I II►
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IIIIIIIIiII►11111 III�IIIII I►I I� I I
L/-6" EXTRUDED
58.50 -------- - --- - 33.75 -- 36.75 --- 5.25 1 __Tol> of cul: - BB
CURB -FINISHED GRAOL AC TOP OF WALL.TOP OF WALL TOP OF WALL ELEV. = 314.83
320 r ELEV. 316.17 ELEV. = 315.50 6" EXTRUDED CURB
0+50 0+30
.__.._._ ..------ g
� I
310 �- -
I STRATA-300 BOTTOM OF WAI.I. ...___..._.___..— __.._....__..____._._.._._...__...__. ____.___....— I
DOITOM OF WALL ---'----'---._--.---- — --
-' —
GEOSYNTHETIC REINFORCEMENT ELEV. = 309.83 ELEV. = 309.17 .. . ..._..___.___-._....__._.....-_._...—__.__.—..__—.—.__
(6' GRID LENGTH TYPICAL) EXISTING CRA
DF.-
300 I I 1 1 1 I 1 q
0+00 0+50 1+00 1+50
PROFILE SECTION A—A'
SCAI_Er HEIR 1'=10', VERT 1'=10' —39.00
TpP OF CURB -,"--
i -FINISHED GRADE AC --r
!� TOP OF WALL --6" EXTRUDED CURB °
6' SPACING 320 ELEV. - 316.17 --_
BETWEEN POSTS
EXISTING GRADE �1.. 31 I I
IMPERVIOUS
RAILING GROUTED INTO 48" FILL 6' DEEP 310
"7
CELLS OF UPPER THREE GEOSYNTHETIC REINFORCEMENT STRATA-300 D
COURSES V MAX SEE PROFILE DRAWINGS FOR GEOSYNTHETIC REINFORCEMENT BOTTOM OF WALL I 4 RAL RM ,
2' LENGTH, TYPE, AND SPACING (6' GRID LENGTH TYPICAL)
ELEV, = 309.63 Y n
CAP UNITS -•�.,\ / ///\//\\\ 300
...._._.__-___..-._.....�_.. l�
KEYSTONE WALL 1
STANDARD UNITS-`���-,_ j � RETAINED BACKFILL 0+00 0+50
25' SETBACK/BATTER> ; PROFILE SECT ❑ - $'
III—I I -
I I�T SCALEI HOR 1'=10', VERT 1'=10'
DRAINAGE AGGREGATE Cf
24" OPEN GRADED , Ir I I I IT�I I RETAINING WALL CONSTRUCTION NOTES:
I
MIN. 3/4'-0' GRANULAR REINFORCED BACKFILL I
-COMPACTED 95% OF MAXIMUM 1) WALL BATTER SHALL BE 1 1/4' PER 8" BLOCK. —
STANDARD PROCTOR DENSITY 2) CLEAN DRAIN ROC( (2"-•1/2" OPEN GRADED) SHALL BE PLACED ADJACENT (BEHIND) TO THE WALL FOR A MINIMUM OF 24" MEASURED FROM THE -
�� APPROX. FACE OF THE WALL. —
_ \ EXCAVATION LINE 3) BACKFILL REQUIREMENTS: I I
AMOCO 4545, TREVIA 1120 A) MATERIAL SHALL BE FREE OF ANY ORGANIC MATERIAL.
— O
GEOTEXTILE R B) BACKFILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DENSITY AS DETERMINED BY j
O I
APPROVED EQUIVALENT T-1
AASHTO 80
C) CONTRACTOR SHALL NOTIFY ENGINEER IF UNSUITABLE SOILS ARE ENCOUNTERED DURING WALL CONSTRUCTION. � I
I-
-� I•p• 4' DIA. (MIN.) DRAIN PIPE 4) WALL SHALL BE INSTALLED PER MANUFACTURER'S DETAILS AND SPECFlCAl10NS.
OUTLET B END OF WALL 5) SUBGRADE SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99.
\ SLOPE TO DRAIN, 6) BASE OF WALL SHALL BE OVER EXCAVATED (1 FT+) AND BACKFILLED WITH 3/4' CRUSHED AGGREGATE. I_•-- —•-----•
`- 3/4'-0' GRANULAR 7) PROJECT AND/OR GEOTECHNICAL ENGINEER SHALL BE PRESENT TO DETERMINE THE DEPTH OF OVER EXCAVATION REQUIRED AND VERIFY THAT -
LEVELING PAD 6' THICK COMPACTION REQUIREMENTS ARE MET DURING WALL CONSTRUCTION.
MIN. 8) LEVELING PAD SHALL BE 3/4"-0 CRUSHED ROCK COMPACTED TO 95% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. JJJ
9) CONTRACTOR WILL NEED TO OBTAIN A BUILDING PERMIT PRIOR TO WALL CONSTRUCTION.
10) WALL TO BE CONSTRUCTED WITH 1,0' IMBEDMENT (MIN.).
T Y P i C A L SECTION C -C l 11) GEOTEXTILE SHALT. BE AMOCO 4545 OR TREMA 1120 WOVEN GEOTEXTILE OR APPROVED EQUAL. 7
12) COMPACTION WITHIN 3 FEET OF THE WALL SHALL BE UMITEO TO HAND OPERATED EQUIPMENT.
REINFORCED KEYSTONE RETAINING WALL 13) COMPACTION TESTS SHALL BE TAKEN AS THE WALL IS INSTALLED. THE MINIMUM NUMBER OF TESTS SHALL BE DETERMINED BY THE GEOTECHNICAL
ENGINEER.
STANDARD CONCRETE UNIT 14 GEOGRID SHALL BE ORIENTED WITH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO THE WALL ALIGNMENT. —
) CE -
SCALE: NONE 15) GEOGRID REINFORCEMENT SHALL BE PLACED AT THE STRENGTHS. LENGTHS, AND ELEVATIONS SHOWN ON THE CONSTRUCTION DETAIL DRAWINGS OR
AS DIRECTED BY THE ENGINEER.
16) GEOGRID SHALL BE LAID HORIZONTALLY ON COMPACTED BACKFILL AND ATTACHED TO THE MODULAR WALL UNITS PER MANUFACTURERS
SPECIFICATIONS. PLACE THE NEXT COURSE OF THE MODULAR CONCRETE UNITS OVER THE GEOGRID. THE GEOGRID SHALL BE PULLED TAUT, AND --_-�_
IMPERVIOUS ANCHORED PRIOR TO BACKFILL PLACEMENT ON THE GEOGRID.
FILL 6' DEEP �r+W.�r4t 'At- t;f EACH GEOGRID REINFORCEMENT
SPLcU CpNNECTIONSCRETWEENUSHORIER PIFOUT.CES OFTHEIR
GEOGRID OR GAPS BETWEEN AOJAS AND CENTDPIECESSOF GEOGRIDDE TO ARE kF.DE 1NOx COVERAGE
•WE4W PERMITTED.
yA MPX41f 18) TRACKED CONSTRUCTION EQUIPMENT SHALL NOT BE OPERATED DIRECTLY UPON 'THE GEOGRID RGNFORCE'MENT. VEHICLES SHALL NOT BE AL'_OWED -
.�� WITHIN 7.5 FEET FROM THE TOP FACE OF WALL.. •� _ I
CAP UNITS-� /� STRATA-300 19) CAP UNITS SHALL BE GLUED TO THE UNDERLYING UNITS WITH AN ALL-WEAI'FIEH ADHESIVE RECOMMENDED BY THE MANUFACTURER. a� ° _ I�—,•JI
— / REINFORCEMENT
(5' GRID LENGTH
TYPICPL)
\
RETAINED BACKFILL °
��� 1
KEYSTONE WALL DRAINAGE AGGREGATE 1 FREE DRAINING GRAVEL / 8fl
STANDARD UNITS 2 1/2' - 1/2' J�_III UNIT FILL MATERIAL
<1,25' SETBACK/BATTER) OPEN GRADED 15'•'1"11 D•21"
4.5' MAX. III-1 ; 77AB'
3/4'-0' GRANULAR REINFORCED BACKFILL. ` - 1 (2O.Ocm) I / a n a
IN. � �--
" CEIMPACT'ED 95% OF MAXIMUM / 3112" `, i � �. n n
STANDARD PROCTOR DENSITY
�- APPROX, ) 1 112 (3.8cm) _ _ _ _ / �T/Tj°
EXCAVATION LINE - r/
Q AMOCO 4545, TREMA25.4cm)
1120 ( 10" 5�' �� i 35/8"(8.2Im)
\ GEOTExTELE OR • • 1 �f �n i
-III— APPROVED EQUIVALENT /
III- �4' DIA. (MIN,) DRAIN PIPE • I 81/4" A
OUTLET TO BUILDING PIN HOLES (15.9cm)
4.
FOUNDATION DRAIN. KIDNEYNOLES GRAPHIC SCALE
3/4'-0' GRANULAR D-P4•
LEVELING PAD 6' THICK (61Ocm) 20 0 10 20
MIN, _.- -/
.-.
YYYPI_CAL=-. SECTION D-D' �� : ® .._._._._._ _._._.
REINFORCED KEYSTONE RETAINING WALL. ( t. a4
I Inncc FEET
Inch = 10 N.
STANDARD CONCRETE UNIT' I KEYSTONE STANDARD UNIT
- Bevlur Slr.5055
SCALE: NONE Kf. Y_3TON1M,-M)AP\U_I,1NIT Slr2001.00013
m
USMITTAL DATE. -1- 0
DEMM BY.- ANN OPAM In' EI-07
EYISIONS: \`� Pxo JOB NUMBER
ENGINEERING • PLANNING •SURVEYING • FORESTRY { � I7'7 m g
RETAININGWALL LICENSED IN OR, WA R AK BAYLOR COURT 4{
DETAILS A 13910 SW GALBREATH DRIVE, SUITE 100
2:�GOSHERWOOD, OR 9714DF:SLINGFR1fU1LDER5 lNc. TIGARD OREGON ' g = s"EET
c A FpREsRr PHONE: (503) 925 8799 FAX (503) 925-8969 PREPARED FORE 11575 St" PACIFIC HWY PMB 160 C qTIGARD, •.d 97223 SECTION 36 (TTS-RTW, WM) TAX LOTS 1300 AND 1400 7 OF I O
EXPIRES 12 31 Vt
NOTICE. IF THE PRINT OR TYPE ON ANY IIITI111I1� 1�III�IIIIIII��� II�IIIIII�IIIfI�IIlI1IT4�111I117(IIIIt�IIIIIIIII�IIIB IIIIIIIIIIII�I I �IIII II ( I �II��IIIIIIIIlI I SII I III��IIIII�II ��I
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�C
FLOW
_- _-T_-- —. NOTE:
-- MANHOLE DESIGN TO CONFORM � MANHOLE STEPS MUST BE TIGHT AND FIRMLY
WITH ASTM C-478 AND RUBBER GASKET 00
DRAWING N0. 010-ST r�
FLAT TOP EMBEDDED. THEY MUST ALSO MEET THE ASrk:
-RUBBER GASKET JOINT FRAME AND COVER. TEST ruR WITHSTANDING PULLING OUT.
TO CONFORM WITH ASTM C-433 (OPTIONAL)
00 -
-� p 1-1 4"
STEPS REQUIRcD ON FLAT TOP CONE —1-1/8" p 'I —
MANHOLES OVER 4' DEEP - p cn
-
64" DIA.
I � 24'
° >.• . o NOTES:
MANHOLE DESIGN TO —`
-- - _ CONFORM WITH ASTI�A C-478 ---10 /4 I a a
• AND DRAWINGS 010-ST & 020-ST ------ -- �------- '
48" a ° ,
COI
MANHOLE CONE TO BC I 4
`� _ CONCENTRIC/ECCENTRIC w'rr'r"r'r" ' 1 12"
RUBBER GASKET/
RUBBER GASKET FLAT TOP
REINFORCEMENT - COPOLYMER POLYPROPYLENE PLASTIC
I
OR 0 I °
STANDARD MANHOLE FLAT TOP 58" DIA. 1/2" GRADE 60 REINFORCEMENT , a C
REINFORCEMENT i ---)
13" CC
#6 BAR AROUND OUTSIDE OF- OPENING FINISHED GRADE
#6 DIAGONALS BOTH SIDES OF OPENING -
FOR CASTING & FRAME
3-3/8"
#6 6" O.C. BOTH WAYS --
FOR
PLASTIC SAFETY STEP
24 p • -- \ I 8"--8-5/8
d C MIN. FROM TOP OF MANHOLE a e 4. LES"
48„ THAN
�. PIPE TO MANHOLE CONE ---
LL p
SECTION SECTION :e
d a ' a"
/If6 3/4•' GALVANIZED fjAR,�`` I
Q. , a °4
eir °a _�� � • � •• MATERIALS: �• 4 4
ea 1 2.
A' . ' • •'.d .e. GALVANIZED:
o �.y v: d• a. .�:. --- - #6 (3/4 DIA.) GALVANIZED DEFORMED REINFORCING BAR.
o ' .' , ``.a'• ' .: :. • , -', " ' PIPE PER PLAN REINFORCING BAR CONFORMING WITH ASTM A-615 GRADE 40.
• 4 ,' '�• ": i'.C:•' ..'� i'.!>'•:° .n • GALVANIZED CONFORMING WITH ASTM A-123.
e ° ►
';,d
C PIPE PER PLAN a. .. •.,: / 8" MINIMUM CONCRETE i i.
0 0. Q: i b• '•.V: .1.•� b, .' ...a _ PLASTIC:
..V .v v '`'�a .v, v4 _a' o0 0 °o000 �bR�o cb o ° ^Q��o� °04_°o°000� °�°mac° MUST CONFORM WITH ASTM C-478.
0 p 0 0 0 0�p 0 0°80 oQO3� °°0800p o°80 12" OF 3/4"-0
-.O; °• %08o °ovu 0:.��p`b1�8 g °� a g �` COMPACTED BASE STEEL REINFORCING BAR MINIMUM 1/2" GRADE 60. —L- ' "
�— 48' --1 MATERIAL MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED
JI WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE
WITH SERRATED S:JRFACES,
4 FOR GALVANIZED STEP }
i
unified SHALLOW MANHOLES unified A N H O L E STEP unified B
Sewerage M Sewerage STORMF'LTER
FLAT TOP MANHOLE sewerage ' LESS THAN 4 FT. ) a en y agency OUTLET CARTRIDGE
agency � g
DRAWING NO. 050-ST UfA DRAWING _NO• 040-ST DRAWING NO._�OO-SA _--
FILE DRAFT:STORM SD DRAVANG SD05MI FILE DRAFT..STORM SO DRAVANO 50040ST FILE DRAFT:SAtiI SD DRANK 501005 2/18/i8 NL
A
`....i. e e * • w....... 0 A
. . . . .
01
0°o STORMFILTER GENERAL SPECIFICATIONS:
0
• • ••- • • • - - - • �0°0°0 - CAPACITY = 15 GPM PER CARTRIDGE
00 > 0° - PEAK HYDRAULIC CAPACITY = 1.0 CFS
00000000 - HYDRAULIC DROP (RIM TO INVERT) = 26.75"
o�0 0°0°0 - OUTLET PIPE DIAMETER = 6"
NOTE:
- UNDERGROUND DETENTION CPP TO BE INSTALLED PER MANUFACTURES o°o°s'o°o 0 0 - LOAD BEARING CAPACITY = H-20 (MUST SPECIFY WHEN
0 0 � � 0 0 0
REQUIREMENTS. ALL PIPE MATERIALS AND JOINTS TO BE INSTALLED °0000000''0000000°o ORDERING)
UfA
DURING CONSTRUCTION SHALL MEET MANUFACTUREFS REQUIREMENTS. 000000000°000o0o0e0o MANUFACTURER:
UfA
- MINIMUM COVER 12 INCHES. PIPE BEDDING AND BACKFILL DENSITY SHALL BE A
MINIMUM OF 959 BASED ON AASHTO T-99. BACKFILL SHALL BE PLACED 6" INLET FROM _ B TRAFFIC SEARING CUVER STORMWATER MANAGEMENT INC.
EXTRUDED CURB
TOP OF AC IN LIFTS NOT TO EXCEED 8 INCHES LOOSE DEPTH. ---_� •• 2035 NE COLUMBIA BLVD.
ROOF DRAIN PORTLAND, OR 97211
INSTALL 4" CLEANOUT/VENT PIPE t
36"-12" REDUCER
BACKFILL SHALL BE CLASS "B" GRANUALAR 3/4"-0 MATERIAL. TRAFFIC BEARING GRATE (503) 240-3353
CURB CATCH BASIN STORMFILTER - PLAN `NOTE: ONE CARIRIDGE WILL BE REQUIRED FOR THIS SITE.
RIM EL. 314.9±
SLOPE 2% ! - CONCRETE PAD SCALE: N.T.S.
d e , U.B.PATRW No. 8.3911.496,
1 MIN. COVER A , . No.e,sm,eve,AND 07LM U.S.
36 BPP, L = 90, S = 0.002 a . AND FOREIGN PATIENTS PENDING�� - ELEV. == 313.57, END 6" PIPE
_ I
I.E. 312.30, 6" ,PP I.E. 312.47, 1.6" ORIFICE r 4' - 10 1i2" ---7 I 2' - 5 112"
I -
(FROM FOUNDATION 12" CPP, L = 39.09, S = 0.005 IN 6" INTERNAL PLUG
DRAIN) 6" PVC C-900 PIPE _
I.E. 311.09, 6" CPP I.E. 311.07, 6" CPP
�- 3F" END CAP �� (FROM FILTER) O I.L. 310.77, 1.2" ORIFICE I
(FROM FOUNDATION DRAIN) FILTER
IN 6 INTERNAL PLUG I1MBE
INLET R �
VC C'90�- a
36"X6" REDUCING S'0.005`0'� OVERFLOW 2' - 2 314
"
LATERAL TEE I.E. 310.96 !'3102', BYPASS WEIR
10 GA. STL. BAFFLE
3' - B 314" 1I (TYP) SIDES
12"X6" REDUCING 4 SUMP EL. 306.98 & BOTTOM
LATERAL TEES a
OVERFLOW
♦s
BYPASS WEIR
STORM !NA TER_ DETENTION PIPE AND MANHOLE - 48" DIA. FLAT IOP MANHOLE CORROSION
RISIST,ANT 1' - 6"
INLET CHAMBER FILTER CHAiMBER COATING, FILTER
NOT To SCALE EXTERIOR OUTLET
& INTERIOR
2' - 4 314" - �------•-- 2'
CATCH BASIN STORMFILTER -- SECTION A - A SECTION B - B
SCALE: N.T.S. SCALE: N.1 S.
I
EVISIO
N S: AHH 2UM NO.: EI-Q8
t` P,
-- -- ENGINEERING • PLANNING -SURVEYING FORESTRY ,� �G 1 NES, JOB NUMBER
--� _ FACILITY
_" _'". `D' 17190 �' :77 -- OJ4
LICENSED IN OR, WA & AK CHLCXED BY: BAYLOR COURT ,S � ORM WATER
13910 SW GALIREATH DRIVE, SUITE 100
DETAILS 5HEnW00D, OR 97140 ESLINGER BUILDERS, INC. 1 TIGARD 5 OREGON 9 :a�� ���
- PREPARED FOR• SHEET
-_ _- ENGINEERING & FORESTRY PHONE: 503 925-8799 FAX: 503 925-8969 11575 SW PACIFIC HWY PMB 60 SIT2001t00013 in TAX LOTS 1300 AND 1400 �,�N)C. 9E�� 8 OF 10
—_ — ( ) ( ) TIGARD, OR 91223 SECTION 36 (11S-R1W, VIM) 6 of A
____ ---- -----— c
NOTICE: IF THE PRINT OR TYPE ON ANY ' 1 III III III III III III I I III III ' III I I 1 1 1 III 1 11 1 1 1 1 1 1 III III 1111 1 ' I I I 1111 I I I' I I I III III I I III III III f I l l I I 1i111 III I I l I t III 1 j I 1111 III III 11 TI I I I I'I III 11111 I „ "'
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1
- _.�.._..-.. .....-ate►. JY...�.._ .-_ -
-- a
A' PliF
Each AVB must be Installed zone
minimum of six inches (6") above the hlghas
" point of water In the zonea It serves. 1�-9"
No chemical or fertilizer may be Introduced Into an Irrigation system
CO LOT TO BE equipped with AVB'e. 1'-3 112"
SERVED No pumps or back pressure in downstream aide of (after) an AVB.
N
U W SERVICE LATERAL PIPE SECURE 2X4 IN PLACE
o GATE VALVE -
N SIZE AS SPECIFIED AGAINST PLUG W/ BACKFILL
Z ,^ \ /1 ' •, - - -Y TO PREVENT PLUG BLOWOFF
al l o ca l el METER SIDE eM
Z SANITARY MAIN
WORi _1 PROPERTY LINE o LATERAL
Q U
w o OFFSET LATH 2x4
h_ ON PROPERTY LINE a P V B..PRESSURE VACUUM BREAKER ASSEMBLY
PROPERTY LINE AND LOT � SEE NOTE No. 1 - Only one PVH required to serve the whole system; control calves can ba PLAN 12
NUMBERS MARKED IN WHITE K located downstream of (after) the PVB. STATION: DISTAICE TO NEAREST MANHOLE. I
PAINT ON FACE OF CURB PVB'0 must he Installed a minimum of one foot (12") above the highest (NEED TO IDENTIFY UPSTREAM OR DOWNSTREAM) 1
Pont of water they serve.
u PVB's must be tested by a State-certified Backflow Assembly Teeter...when BROOKS METER BOX 1419 SERIES LENGTH: TOTAL
LENGTH
FROM MAIN TO END LA LATERAL
PLAN Installed ...annually .. when moved or repaired. ���""" HEIGHT: TOTAL LENGTH OF 2X4 AT END OF LATERAL MIN
No chemical or fwtnizcr may be Introduced Into an Irrigation system \ (OR EQUAL) TARO LOT/: AS SHOWN ON APPROVED SET OF PLANS 36"
equipped with PV8'e. 1\\\1 1" FEBCO MODEL 805-Y LENGTH MARKINGS TO FACE STREET
No pumps or back p•eseure an downstream side of (after) on PVB. 1" UNION EACH SIDE DOUBLE CHECK VALVE ASSEMBLY 12" HEIGHT
OR EQUAL GRWNp MAGNETIC
/__. ( ) MIN 2X4 COLOR CODE SURFACE SURFACE TAPE h
3 LOT4 (GREEN-SANITARY)
A,ouN
j
GROUND
d> ip MAG/TAPE
s}[t CUSTOMER SIDE (GREEN W/BLACK LETTERS)
D C V ADOUBLE CHECK VALVE ASSEMBLY
"F zx4
Only one DCVA required to serve the whole system; control wlwe can be CRUSHED ROCK BASE 19 1/2 PIPE is"
ELEVATION located downstream of the OCVA. PLUG
RECOMMENDED DCVA must be tested by a State-cerllfled Backflow Assembly Totter...when
2"� Installed ...annually ... when moved or repaired.
NOTES: COVER 20" No chemical or fertilizer may be Introduced Into an Irrigation system
equipped with OCVA's. ELEVATION e' o
1•
PROPERTY OFFSET
LINE AT 8 FTN ooa 9 °
PUBLIC UTILITY EASEMENT •, 8 °oeo
n °° oe a v0 MINIMUM SLOPE FOR 3/4'-0 PIPE ZONE
•18° a PIPE - 0.010 MATERAL AS SPECIFIED
_n1� 4' PIPE 0.020
METER - SUPPORT TEE WITH
INSTALLATION SHOWN IS ONLY A SUGGESTION. THE BEDDING GRAVEL,
CURB STOP DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, MINIMUM 2'0' WIDE ELEVATION
FREEZE PROTECTION, AND CLEARENCE FOR TESTING & REPAIR
TYPE "K" SOFT ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. BRASS PLUGS _ ___- ._
COPPER TUBING TO BE INSTALLED IN TEST COCKS OF BELOW GROUND INSTALLATIONS.
- unified
SERVICE LATERAL � � sewerage
DETAIL No, DETAIL No,
FSINGLE WATER SERVICE TYPICAL BACKFLOW PREVENTERS DETAIL No. Y ��• DOUBLE CHECK - agency
Tualatin Valley Water District TYPICAL INSTALLATION 7 Tualatin Valley Water District FOR LAWN SPRINKLER SYSTEMS BF 10 Tualatin Water District ASSEMBLY BF 101 [) T
18" MIN. TO TUALATIN VALLEY WATER TO LOCAL PLUMBING
THRUST BLOCK
(HORIZONTAL) VOLUME OF THRUST BLOCK DISTRICT STANDARDS COBE STANDARDS CLASS "A" CLASS "C"
BEARING AREA OF THRUST BLOCKS IN SQ, FT, IN cu. YDS. (VERTICAL) J24� MAX SIDEWALK ADJACENT TO CURB DISTRICT APPROVED 5' _ NATIVE MATERIAL
FITTING 45' 22 1/2' 11 1/4' FITTING BEND ANGLE RETAil
BACKFLOV DEVICE iv$ MATERIAL ASCOMPACED �TIVE
SIZE TEE 90' BEND BEND BEND BEND SIZE VALVE RISER
45' 22.5' 1125' COMPLETEA SPOOL SPECIFIED I I-
SIDEWALK FLANGE c011PLING ADAPTOR
4 1.3 1.8 1.0 1.0 1.0 4 1.1 0A 0.2 I �I II
BREAK FLANGE
6 2,8 4.0 2.2 1,1 1.0 6 2.7 1.0 0.4 6' MAX. F
8 5,0 Z1 3.8 2.0 2.1. 8 4.0 3.1. 0.6
a
is
12 11.3 16.0 6,7 4,4 2.2 12 8.5 3,2 1.3 °°• mam
Ie I a a o
40 1 16 20.1 28,4 15.4 7.8 3,9 16 14,6 5,6 2,3 r
NLN. S w w
20 31.1 44.4 24.0 12,3 6.2 DRAIN ROCK POCKET CONTRACTOR TO SEAL ALL + a_
24 45,2 64.0 34.6 17.7 B.9 �4 CU. FT, MIN. "INKMOKFILOROUT VA.LT WITH NON I LING < FIRE DEPARTMENT 6' PIPE 6' a
SHRINK GRWT PRIOR TO
- COMJECTO]N 0,0.
��6' DUCTILE IRON PIPE OSHA APPROVED LADDER 24' MIN.
VALUES BASED ON 200 PSI M LADDER
PRESSURE AND 2000 PSF SOIL
ER WITH ALUMINUBEARING e,- EXTENSION BY UTILITY VAULT
CAPACITY.
PLAN PAVEMENT
• a 6' ND (EBG RETAINER - - - - - ExIsrlNc TRIM EDGES ro
PAVEMENT kEPIACEMENT SOUND PAVEMENT
GLAND (EBAA IRON) � STORM DRPINDRAIN TO RB OR
CONCRETE PIER 6' GATE VALVE GRWND LINE 8' 8'
BLOCK FLG. x M.J. MIN MIN
A,••• 'M.J. x 6FLG. TEECLASS '
;T. • SEE NOTE No, 1 I _ _ _ COMPACTEDGRANULAR
THRUST BLOCK I BACKFILL AS SPECIFIED
' Lo:^,•. ,o' •� ' m I Z
4 STAEWALK WITH PLANTER = - `CLEAR ON
BEND TEE VERTICAL BEND 18" MIN. �"En er -
STRIP AT CURB 24' MAX -INLINE CHECK VALVE
FITTING RDD EMBEDMENH •
SIZE SIZED o s o
4'-12' #6 30' w w
p '°' �_ s IDEWALK ro BREAK FLANGE CONTRACTOR TO AINSTALL ��SCREEN � g�
14 16' #8 36 6' MAX. CONCRETE BALLAST 3 CU, Y0. L
: 0 . MIN. RE ERE FLOODING OR STANDON'
HIGH GROUNDWATER EXIST �PiYP-)6TAND
NOTES, o•. Z DRAIN TO DAYLIGHT OR CLASS "E"
AP LINSTALL SUMP PUMP '' COMPACTED GRANULAR
1) THRUST BLOCKING AT ALL TEES, BENDS ANDe 'R l^ CONTACT DISTRICT FOR BACKFILL AS SPECIFIED A ENDS OF PIPING. 4 FT. (REF) ELEVATION PUMP SPECIFICATIONS FOR THE TOP 12 INCHES
2) CONCRETE OL13CKING
TO BE POURED AGAINST
UNDISTURBEDEARTH FIRE LINE DOUBLE CHECK DETECTOR a
\ 3) ALL CONCRETE TO BE CLASS 3000
INSTALL 12 MIL TOTAL THICKNESS POLYETHENE SHEET UTILITY VAULT OR sIEQUAL
M1) BILCO DOOR
STRADDLE BLOCK AROUND FITTING. SECURE SHEET ENDS TO PREVENT SIZE WITH F.D.C. WITHOUT F,D.C. OR NEQUAL Lu '
SEE DETAIL No. 200 INFILTRATION OF DIRT BETWEEN SHEET AND PIPE NOTES, 4 676-WA 577-WA J-SALao
FITTING PRIOR NI POURING THRUST BLOCKING 1. FOR CONNECTION TO EXISTING MAINS USE TAPPING SLEEVE, w w
5) PROTECT MECHANICAL JOINT FOLLOWERS AND BOLTS 6 687-WA 676-WA J-SAL a
FROM CONCRETE WITH TEMPOARY FORMS AND FOR SIZE ON SIZE USE A M.J, TAPPING SLEEVE 8 5106-LA 687-WA JD-3AL a
POLYETHENE SHEETING SEE NOTE No, 3 P. NO OBSTRUCTIONS WITHIN 2 FT. OF FIRE HYDRANT 10 5106-LA 5106-LA JD-3AL
w DISTRICT ENGINEER APPROVED EQUAL
_ DETAIL N�a DETAIL No. DETAIL No, DETAIL No.
THRUST BLOCKING FIRE HYDRANT DOUBLE CHECK TRENCH BACKFILL
�re1Br� ter DETAILS 20 TualatinValle Water District STANDARD INSTALLATION 101 TualatinValleyWaterDistrict� DETECTOR ASSEMBLY BF 200 Tualatin Valle Water District ABOVE THE PIPE ZONE 10
Tualatin Va l ley Wa District Y
2DESIGNED -o
AHH
REVISIONS: A 1 PR�fFs3 JOB NUMBER
_ UTILITY ENGINEERING PLANNING -SURVEYING FORESTRY BAYLOR COURT ��1779D�q ` 97- 094
LICENSED IN OR, IYA & AK CHECKED Y: � �-
DETAILS 13Q10 SW SACBROOD, DRIVE, SUITE 100
SHERWOOD, OR 97140 [SLINGER BUILDERS, INC. q OREGON
2 SHEET
PREPARED FOR: 11575 SW PACIFIC HWY PMB 160 TIGARD Bavlor Sir,6855 OREGON L!j _ ky a )� �?
ENanEERING k FORFRTRY PHONE: (503) 925-8799 FAX: (5D3) 925-8969 TIGARD, OR 97223 SECTION 36 (TIS-R1W, WM) SIT2001-00013 TAX LOTS 1300 AND 1400 C.C, 0E� 9 OF 10
of g •
EXPIRES 12/31 01
NOTICE. IF THE PRINT OR TYPE ON ANY (T�' I IIi1I1111 I llllllllllllll I1jIIIIIIII1111 (111if)1j 4711 7131 fl
I1111111118if(ll l(If I 11 1141111 111111111 iij II II it ijI l 11 i�j Ili Il Ill)ill I I I II F(II I)T1 jI II II I IIitill I � T-� -5. AA`. � )
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ORIGINAL DOCUMENT - 24
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EXISTING TREE TO REMAIN
BERBERIS THUNBERGI 'CRIMSON PYGMY' 2 GAL
• ,,�- RHODODENDRON 'WINSOME' S GAL
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d (25) TATARIAN MAPLE-ACER TATARICIIM 2" CAL./18' O.C./25' HEIGHT, 15-25' SPREAD AT MATURITY
> + $ BARBERIS THUNBERGI 'R.G.' 2 GAL
�.
lI 4 0 0 > a (2) JAPANESE MAPLE-ACER PALMATUM SERIU 2" CAL./20' HEIGHT N PHOTINIA FRAZERI : CAL
* VIBURNAM DAVIDII 2 GAL
IPHOTINIA FRAZERI 5--GAL.
VINCA MINOR 1 GAL
lip • t
' RED TWIG DOGWOOD 2-GAL
ACER DISSECUM-JAPANESE LACELEAF 36"-42"
V
a ) THUJA PLICATA `"#CSTf_RN RED CEDAR 6' AZALEA 'HINO CHRIMSON' 2 GAL
SPIREA 'GOLDFLAME' 2 GAL
° IYA
I ( I RHODODENDRON PJM 21"-- )4x
_ FUONYMUS FORTUNE 1 GAL
_ l a
° I IHAMAECYPARIS OBTUSA 6'
C VIBURNAM TINUS-SPRING BOUQUET 5 GAL
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ELEGNUS EBBENGEI 10 GAL ARCTOSTAPHYLOSMASS 'KKK' 1 GAL
ACER CIRCINATUM 6'-8'
GRAPHIC SCALE
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20 0 10 20 l ,,
I
( IN FEET ) I -
1 inch - 10 ft. t I
hs ,, a a LIGHTING LEGEND
Aafift 4, I
PROPOSED 250 WATT, 240 VOLT "COBRA" STYLE DROP LENSE, LUMINAIRE, WITH 8
a I FOOT ARM, ON PGE POLE.
PROPOSED 30 FOOT GREY DIRECT BURIED FIBERGLASS POLE WITH 6 FOOT ARM AND
y d A 100 WATT, 240 VOLT "COBRA" STYLE LUMINAIRE.
0_1:3PROPOSED 20 FOOT BRONZE, DIRECT BURIED FIBERGLASS POLE WITH 8 INCH ARM,
I l I ° ° I 100 WATT, 240 VOLT "SHOE BOX" STYLE LUMINAIR.
1 INCH PVC WITH X10 COPPES THWN CONDUCTORS.
li
v IPROPOSED 70 WATT WALL PACK LUMINAIRE. �
w.p NOTES:
STREET LIGHTING DESIGNED PER CITY OF TIGARD, AND PGE SCHEDULE 19 OPTION
"A" "B" AND PRIVATE SPECIFICATIONS.
I
ALL LUMINAIRES TO BE HIGH PRESSURE SODIUM LAMPED.
LIGHTING DESIGN BY
d v I d I TODD'S LIGHTING AND ELECTRICAL
938 HALEY CT.
OREGON CITY, OR 97045
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L- � -- � _ (503) 742-1899
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SW BAYLOR STREET
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ITBMITrAL DATE:
REVISIONS: 81; AHH DRAWING "
-- -- ENGINEERING • PLANNING •SURVEYING • FORESTRY JOB NUMBER
---— --- -- LICENSED IN OR, WA do AK CHECKED BY: J BAYLOR �O U RT �� 7 - - 9 4
LANDSCAPE/L.IGHTING
13910 SW GALBRFATH DRIVE, SUITE 100
SHERWOOD, OR 97140 ESLINGER BUILDERS, INC. TIGARD OREGON-- - PLAN PREPARED FOR: 11575 SW PACIFIC HWY PMB 160 Baylor SU.5855 SHEET
ENgNEERING do FORESTRY PHONE: (503) 925-8799 FAX: (503) 925-8969 TIGARD, OR 97223 SECTION 36 (T1S-H1W, WM) TAX LOTS 1300 AND 1400 SIT2001-00013 10 OF 1 '0
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