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13500 SW PACIFIC HIGHWAY-11 �o • . . . . . . . . . . .. ... ... . RECEIVED CONSTRUCTION PLANS FOR .:. •.• :.• FEB 2 2005 ( ► I ' .i) ~ BUILI.i N" LSION � a v, s � •� � ass uazon Q 0'0 ON 9 � W W 1�4` SHEET INDEX s� �-- Z0 H WY. 26 ��OS � �T s � w W NAME N0. a r ix x N.T.S ��' 0 V) COVER SHEET C101 C� N.T.S Q ��� 0 w GENERAL NOTES C102 Ix W �— z SITE & GRADING PLAN C201 S PARK ST. p �J u z UTILITY PLAN C301 ---- TIGARD WATER QUALITY AND DETENTION FACILITY DETAIL C302 P DETAILS SHEET C401 Z DETAILS SHEET C402 SW HILL VIEW ST. Na 4� W h !--205 �/�/GV o P SW GARRETI ST. Ltr.{CAT AM �. VICINITY MAP LOCATION MAP NOT TO SCALENOT TO SCALE o� \ ti� N r � � w o P In ui X um ulk�AW vw PrApuTr Or WIRMR COt U TAIM OL M0 ARE NOT 10 a willammn T 0: mman Imm"sm 1.1E 1 rTm Pl1rRl�lpl�!� 8.. cn w W v) v) vR 6w w w W Z_ l!Y DEVELOPER ENCINEER CITY/MUNICIPALITY BENCHMARK 13500 LLC WESTLAKE CONSULTANTS, INC. CITY OF TIGARD VERTICAL CONTROL IS BASED UPON N 15295 SW BULL MOUNTAIN RD. PACIFIC CORPORATE CENTER 13125 SW HALL BLVD. EXIST CO GRATE ON NORTH END OF z TIGARD. OREGON 97224-1224 15115 S.W. SEQUOIA PARKWAY, TIGARD, OREGON 97223 PROJECT SITE (SURVEYED BY Gd3:l_ LAND N _ -------- PHONE: (503) 703-6449 SUITE 150 TIGARD, OREGON 97224 PHONE.: (503) 639-4171 SURVEYING, INC.) 5 Z v ATTENTION: _ OREGON LAW REQUIRES YOU TO FOLLOW RULES FAX: (503) 590-037' PHONE: 0503) 684-0652 FAX: (503) 624-0752 w U W O R CONTACT: DA.'ID DUNN FAX: ( U3) 624-0157 CONTACT: KIM McMIL!AN, P.E. ELEVATION=229.01 ADOPTED BY THF_ OREGON UTILITY NOTIFICATION CENTER. THOSE RULES o 0 U CONTACT: DON E. SMITH, P.E. t"a,R''zr}y ARE SET FORTH IN OAR 952 001-0010 THROUGH OAR 952-001-0090. z_ a �� a n y r YOU MAY OBTAIN COPIES OF 1HESE RULES BY CALLING THE CENTER. Q o 3 (NOTL : THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATIONw z CENTER IS (503) 232-1987). PROPERTY DESCRPIION STREET ADDRESS AGENCY RLE NUMBERS cc 0 • CI1V hF TIGARD a V) TILL TY STAT NT: THE UNDERGROUND UTILITIES SHOWN ARF TAX MAP: S.W. 1/4 OF SECTION 2 13500 SW PACIFIC HIGHWAY - �pprovAd„Sets. �^� ,,,,,,,,,,,,,,,��(� o o � w ComitionAll A N (� cr -�-- T. 2 S., R. 1 W. W-M TIGARD, OREGON Y OC>rbved to PER FIELD MARKINGS ANo RECORD DRAWINGS PROVIDED BY THE WASHINGTON COUNTY, OREGON For only ilio work As Musa bod in o 6 RESPECTIVE UTILITY AGENCIES. LOCATION OF NON-OBSERVABLE AND/ TAX LOT NO, 500 Pl:FiN1►Y PdCI P�.It!1 Q (i ..•`_ cn N w N 1 �' UNDERGROUND UTILITIES ARE SHOWN FOR INFORMATION ONLY AND ARE See L.Nftar In hollow,>,,,,,,,,,,,,,,•..............( )' o �' d N N f NOT GUAHach...............................( I' N o o GUARANTEED TO HF COMPLETE OR ACCURATE. rob Atidv66g I3„rjQ.WQ,_%j, �l� , - � U rILI TY _ _RIEIQtAj N__ CONTRACTOR SHALL PG 3HOLE TO VERIFY Fly:_ TQ�.�W� IIt��. r pataR ���.{,�Q�� [r N O LOCATION OF ALL UNDERGROUND U11LITIES PRIOR TO COMMENCING Pacific \ �' 1 i5(iR! SHEET •' "^ CONSTRUCTION AND SHALL PROVIDE WESTLAKE CONSULTANTS, INC. Hcg µ 72--HOURS NOTICE OF ANY POTENTIAL CONFL.!CTS. ,'LM?005-00056 ci 01 t� N OFFICE COPY � N�• 1739-001 a (V 10 173901 C I C I 4 M.�>�+>*tarV4awa:t�ba'few+aa�afallti9k'”4Aix ',��"R'7rc..±+4':}a�►c,#.�?rw..+roau++drkiR�i',+IiY��?'rM,�;«�w,•«,�r• —..-.... .w._.�._......r... _�._ _ ...._—.___________._._...._._._..__ �_ _...__.:..._... .._ --____....._.._ ...._W._.�._ _ __..__.,_.., ... ....._.____ ._._.. .__ _. --__ _..._. ..._. .:....,.......... .s3r�3.r•M>� >�IR'° n.> rr�3iMr4+�tR1R T �•�,�rJ,pr.f,.'r..>,4tsr.•�:.;::art.!��° ,` 1 e,y:..�.ry;,,,,.',.-.:.,' ,V•.,`p{.:�4I�+..:,•',4..,...;,,,;,_..•1,,4.,..-).:Rr:�:`r,::y,i,,,�,t;,F X1�e11,,..., �..,�,'.....:.,,..+.t?•`:ice,.;d...,+-:-};(.: . ,..,.,.:.. ,...�r,,,,l,.,'..,+�na:7p.:.r�.,,:...R:�.xtip„ ec�”.. 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I�i 1111IQi1l li I'i4l.l!f LEilLRY STRIP IIII11111 IIH IIII I IIRI I IIII IIIII 1711111 I1111 oT•.I cm e I® 2'o 21 I II f11!1 aII l3IIII I I;2I!aI!U II I2I 8lll!I'il 2I,I4 II I Illi2l f 7IIi2t !S I 111.1211 21 n1 il+l3,�l o 77,777777777, SHERWIN WILLIAMS RETAIL CENTER AT TIGARD MARKETPLACE ; a �4L*r!C t •b' ,•l, . . rM;3>l ; - - '� M1tty�j N i �� W .. .:,r' ..`r."'.� .'. .r. j.5�;' .+� «, v �.;*', -1.�:4�i�:.1 ny P�.':'”! � ",gib ' l �:±r .`,� ,,�• Z, , r 7a v `eV • GENERAL Nt)TES CRADM PAVING AND DRAINAGE NOTES 'CONTINUED) SEDIMENT= FENCES 1. ALL MATERIALS AND WORKMANSHIP FOR FACILITIES IN STREET RIGHT-OF-WAY OR EASEMENTS SHALL 30. UNLESS OTHERWISE SHOWN FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS 'ROLL C �T TO :TW[;;tENCYFi �� TF��B+PIR�RIER ON THE DRAWINGS, NO CUT OF` FILL SLOPES SHALL BE CONSTRUCTED STEEPER 50. THE F r CONFORM TO THE APPLICABLE REGULATIONS, SPECIFICATIONS CODES, AND REQUIREMENTS OF THE CITY OF THAN 2H: 1 V. TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FII TER CL'`Th SHALL bE SPLICED TOGETHER TIGARD, AMERICAN PUBLIC WORKS ASSOCIATION OREGON CHAPTER (A.P.W.A.) STANDARD PLANS AND ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND DOTH ENDS SECURELY FASTENED 70 $� SPECIFICATIONS, AND THE OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY. 31. CONTRACTOR SHALL HYDROSELD ALL EXPOSED SLOPES AND DISTURBED AREAS WHICH ARE NOT THE POST, OR OVERLAP 2"X7 POSTS AND ATTACH AS SHOWN 014 THE GRAu,14G PLAN. .'. � • : • L 2. THE ENGINEER AND APPLICABLE AGENCY MUST APPROVE, PRIOR TO CONSTRUCTION, ANY ALTERATION OR SCHEDULED TO BE LANDSCAPED. 51. THE FILTER RABBLE FENCE SHALL BE INSTALLED TO FOLLOW TETE CONTOURS V'hiEfiE FEASIE9LE." 'CNE FENCE VARIANCE FROM THESE PLANS. ANY VARIATIONS FROM THESE PLANS SHALL_ BE PROPOSED ON POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND A -. CONSTRUCTION FIELD PRINTS AND TRANSMITTED TO THE ENGINEER AND THE CITY FOR APPROVAL. MINIMUM OF 24 INCHES. 3. CONTRACTOR SHALL PROCURE P,I:O CONFORM TO ALL CONSTRUCTION PERMITS REQUIRED BY CITY OF TIGARD. ��$� ���� ���` 52. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6 INCHES. ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION SHALL BE BACKFILLED AND COMPACTED, ALONfJ THE ENTIRE c DISTURBED AREA. 01 � 11, 4. CONTRACTOR SHALL PROVIDE. ALL BONDS AND INSURANCE REQUIRED BY PUBLIC AND/OR PRIVATE 32. APPROVED EROSION CONTROL MEASURES SHALL BE TAKEN IN ACCORDANCE WITH CITY OF TIGARD AGENCIES HAVING JURISDICTION. STANDARDS. THE CONTRACTOR SHALL PROVIDE ALL MATERIAL, EQUIPMENT, AND PERSONNEL NECESSARY 53. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8" WIDE BY 12" DEEP, UPSLOPE AND ADJACENT TO THE WOOD �E I • 4.cv TO MAINTAIN SUCH EROSION PROTECTION MEASURES. ANY DAMAGE CAUSED BY EROSION SHA,..L BE POST TO ALLOW THE FILTER FABRIC TO BE BURIED. t2:5ti 5. UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR, CONSTRUCTION OF All PUBLIC FACILITIES CORRECTED BY THE CONTRACTOR AT HIS/HER OWN EXPENSE. [� Ua SHALL BE DONE BETWEEN 7:00 A.M. AND 6:00 P.M., MONDAY THROUGH SATURDAY. 54. STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE MANUFACTURED STITCHED LOOPS FOR ►� °00 33. THE IMPLEMENTATION OF EROSION/SEDIMENTATION CONTROL (ESC) PLANS AND THE CONSTRUCTION, 2"X2" POST INSTALLATION. STITCHED LOOPS SHALL BE INS-PALLED ON THE UPHILL SIDE OF fHE SLOPED Z a°d 6. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THE PROJECT IN ACCORDANCE MAINTENANCE, REPLACEMENT, AND UPGRADING OF ESC FACILITIES IS THE RESPONSIBILITY OF THE AREA. 0 W �sO WITH THE APPROVED CONSTRUCTION DRAWINGS INCLUDING SUCH !NCIDENTALS AS MAY BE NECESSARY TO CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING MELT APPLICABLE AGENCY REQUIREMENTS AND PROVIDE A COMPLETED PROJECT. ESTABLISHED. 55. SEDIMENT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL. PURPOSE, BUT NOTUr BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 7. CONTRACTOR TO NOTIFY CITY, COUNTY, ODOT AND ALL UTILITY COMPANIES A MINIMUM OF 48 HOURS (2 34. CONTRACTOR SHALL. VERIFY THAT ALL TRUCKS ARE WELL SEALED WHEN TRANSPORTING SATURATED SOILS BUSINESS DAYS) PRIOR TO START OF CONSTRUCTION BY CALLING "ONE CALL" AT (503)246-6699 AND FROM THE SITE. WATER DRIPPAGE FROM TRUCKS TRANSPORTING SATURATED SOILS MUST BE REDUCED TO 56. FILTER FABRIC FFNCES SHALL BE INSPECTED BY CONTF,t CTOR IMMEDIATELY AFTER EACH RAINFALL AND AT ----- ALL OTHER APPLICABLE AGENCIES, AND SHALL COMPLY WITH ALL OTHER REQUIREMENTS OF ORS 757.541 LESS THAN ONE GALLON PER HOUR BEFORE LEAVING THE SITE. LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS 'HALL UE MADE IMMEDIATELY. TO 757 571. 35. THE ESC FACILITIES SHOWN ON THESE PLANS MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING 57. AT NO TIME SHALL MORE 'THAN 10 INCHES (OR 1/3 IIEICHT ABOVE GROUND) OF SEDIMENT BE ALLOWED 8. ANY INSPECTION BY THE CITY OR OTHER AGENCIES SHALL NOT, IN ANY WAY, RELIEVE THE AND GRADING ACTIVITIES, AND IN SUCk A MANNER AS 'TO INSURE THE SEDIMENT (_ADEN WATER DOES NOT TO ACCUMULATE BEHIND SEDIMENT FENCE. SEDIMENT SKOULD BE REMOVED OR REGRADED INTO THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK IN STRICT COMPLIANCE WITH THE APPLICABLE ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. SLOPE, OR NEW LINES OF BARRIERS INSTALLED UPHILL 'JF SEDIMENT-LADEN BARRIERS. CODES AND AGENCY REQUIREMENTS. 36. THE ESC FACILITIES SHOWN ON THESE PLANS ARE •HE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE Lj 9. CONTRACTOR SHALL_ ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, TRAFFIC CONES PER CITY AND CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED 0001 REQUIREMENT'S IN ACCORDANCE WITH THE MUTCD (INCLUDING OREGON AMENDMENTS). ACCESS TO FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT-LADEN WATER DOES NOT LEAVE THE DRIVEWAYS SHALL BE MAINTA;NED AT ALL TIMES. ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVED SITE. EXITING LM. UTIES AND FACILI"I1ES AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY. 37. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO 10. RECORD DRAWINGS. THE CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF APPROVED DRAWINGS ON ENSURE THEIR CONTINUED FUNCTIONING. 58. THE. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING UTILITIES ON THIS SITE. ANY DAMAGE TO THE CONSTRUCTION SITE AT ALL TIMES VA iEREON HE WILL RECORD ANY APPROVED DEVIATIONS IN EXISTINt..; UTILITIES, WHETHER SHOWN OR NOT ON THESE DRAWINGS, SHALL BE REPAIRED / REPLACED AT CONSTRUCTION FROM THE APPROVED DRAT INGS, AS WELL AS THE STATION LOCATIONS AND DEPTHS OF 38. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED EVERY TWO (2) WEEKS OR THE COIF TRACTORS EXPENSE. EXISTING SURFACE FEATURES AND FENCING SHALL BE REPLACED IN KIND. ALL EXISTING UTILITIES ENCOUNTERED. THESE FIELD RECORD DRAWINGS SHALL BE KEPT UP TO DATE AT WITHIN THE 24 HOURS FOLLOWING ANY STORM EVENT. INSPECTION SHALL BE RECORDED IN A LUG, ALL TIMES AND SHALL BE AVAILABL,- FOR INSPECTION BY THE C'TY UPON REQUEST. 59. THE CONTRACTOR SHALL HAVE: ALL EXISTING UTILITIES LOCATED PRIOR TO STARTING ANY WORK. , .j 39. AT NO TIME: SHALL MORE THAN SIX (6) INCHES OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A 11. UPON COMPLETION OF CONSTRUCTION OF PUBLIC FACILITIES, CONTRACTOR SHALL SUBMIT A CLEAN SET OF TRAPPED CATCH Bk IN. ALL CATCH BASINS do CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. 60. THE EX:STE:NCE AND APPROXIMATE LOCATION OF KNOWN UNDERGROUND UTILITIES OR STRUCTURES SHOWN 4< FIELD RECORD DRAWINGS CONTAINING ALL AS-BUILT INFORMATION TO THE DESIGN ENGINEER FOR USE IN THE CLEANING OPERA'JON SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. ON THESE DRAWINGS WERE DETERMINED BY A SEARCH OF AVAILABLE PUBLIC RECORDS AND/OR FIELD THE PREPARATION OF AS--BUILT DRAWINGS FOR SUBMITTAL TO 'IHE CITY SURVEYS. THE LOCATIONS AND DEPTHS OF' THESE UTILITIES ARE FROM THESE RECORDS AND ARE SHOWN 40. THE BOUNDARIES OF THE CLE4RING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FOR THE CONVENIENCE OF THE CONTRACTOR. NO RESPONSIBILITY IS ASSUMED BY EITHER THE OWNER, 0 UJ 12. THE CONTRACTOR SHALL SUBMIT A SUITABLE MAINTENANCE BOND PRIOR TO FINAL PAYMENT WHERE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DI OTURBANCE BEYOND THE THE ENGINEER, OR THE UTILITY COMPANIES FOR ACCURACY OR COMPLETENESS OF SUCH RECORDS. W (,) �--- REQUIRED BY PUBLIC AND/OR PRIVATE AGENCIES HAVING JURISDICTION. FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE 0:::0 LJ O CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 61. CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO x Z COMMENCING CONSTRUCTION AND SHALL PROVIDE THE ENGINEER 72-HOURS NOTICE OF ANY POIENTIAL 0 41. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND CONFLICTS. MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE V) PAVING AND DRAINAGE NOTES ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURA TION OF THE PROJECT. 62. THE CONTRACTOR SHALL BE RESPONSIBLE: FOR COORDINATING THE RELOCATION OF BURIED AND C Q GRADMOVERHEAD UTILITIES. 42. RE-ESTABLISH GROUND COVER PRIOR TO REMOVAL OF EROSION CONTROL_ MEASURES. GROUND SURFACES 13. ALL PROPOSED ELEVATIONS SHOWN SHALL BE CONSIDERED TO BE FINISH SURFACE ELEVATIONS, INCLUDING EXPOSED DURING CONSTRUCTION ARE TO BE SEEDED AS FOLLOWS: 63. THE CONTRACTOR SHALL VI'-.,I THE SITE AND VERIFY ALL EXISTING CONDITIONS AND ELEVATIONS TO HIS TOPSOIL STRIPPINGS, UNLESS OTHERWISE NOTED. OR HER SATISFACTION. _-' C' W A. HYDROMULCH SHALL FIE APPLIED WITH GRASS SEED AT A RATE OF 2000 LB./ACRE. ON SLOPES J - 14. CONTRACTOR TO HAVE Sl1!71:ICIENT NUMBER OF COMPACTION TESTS PERFORMED ON EACH LIFT TO MEET STEEPER THAN 10%, HYDROSEED AND MULCH SHALL BE APPLIED WITH A BONDING AGENT (TACKIFIER). 64. DEMOLITION WORK SHALL INCLUDE: REMOVAL. CV ALL STUMPS, VEGETATION DEBRIS, A.C. AND CONCRETE. .j THE CITY OF TIGARD REjUIREMENTS AT THE OWNERS EXPENSE. TESTS SHALL BE PERFORMED BY A APPLICATION RATE AND METHODOLOGY TO BE PER SEED SUPPLIER RECOMMENDATIONS. CONFORMANCE WITH ALL RFGULATIONS AND PERMITTING REQUIREMENTS FOR SUCH WORK SHALL BE THE QUALIFIED TESTING AGENCY AND WRITTEN RESULTS SHA!L BE PROVIDED TO THE APPROPRIATE AGENCY. OR RESPONSIBILITY OF THE CONTRACTOR. SHOULD COMPACTION REQUIREMENTS NOT BE MET, CONTRACTOR? SHALL Rc-COMPACT THE FILL AND PAY DRY, LOOSE, WEED-FREE STRAW USED AS MULCH SHALL BE APPLIED AT DOUBLE THE HYDROMULCH ALL ADDITIONAL TESTING COSTS. TESTS SHALL BE TAKEN AT INTERVALS NOT GREATER THAN EVERY 100 APPLICATION REQUIREMENT (4000 LB./ACRE). ANCHOR STRAW BY WORKING IN BY HAND OR WITH 65. ALL OPEN CUTTING OF EXISTING STREETS SHALL BE PATCHED WITH A.C. MIX AS APPROVED BY THE IN THE. PUBLIC STREET SECTION, EQUIPMENT (ROLLERS, CLEAT TRACKS, ETC.). MULCH SHALL BE SPREAD UNIFC, 'I.Y IMMEDIATELY ENGINEER AT THE CLOSE OF EACH WORK DAY. TRENCHES SHALL NOT BE LEFT OPEN OVERNIGHT, NOR FOLLOWING SEEDING. EXPOSED TO LIVE TRAFFIC. 15. DURING COMPACTION OF AGGREGATE BASE, MATERIALS SHALL. BE MAINTAINED WITHIN 2% OF -THE OPTIMUM MOISTURE CONTENT. THE CONTRACTOR SHALL BEGIN COMPACTION OF EACH LAYER IMMEDIATELY AFTER B. SOIL PREPARATION - TOPSOIL SHOULD BE PREPARED ACCORDING TO LANDSCAPE PLANS, IF 66. CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING PROPERTY AND STREET MONUMENTS PRIOR 10 THE MATERIAL IS SPREAD, AND CONTINUE UNTIL A DENSITY OF NOT LESS THAN 95% OF' AASHTO T--'180 AVAILABLE, OR RECOMMENDATIONS OF GRASS SEED SUPPLIER, IT IS RECOMMENDED THAT SLOPES BE CONSTRUCTION. ANY MONUMENTS DISTURBED DURING THE CONSTRUCTION OF THIS PROJECT SHALL BE HAS BEEN ACHIEVED. ROUGHENED BEFORE SEEDING BY 'TRACK-WALKiNG', tDRI\ANG A CRAWL-ING TRACTOR UP AND DOWN REPLACED BY A REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE SLOPES TO LEAVE A PATTERN OF CLEAT IMPRINTS PARALLEL TO SLOPE CONTOURS) OR OTHER METHOD 16• THE SURFACE OF THE AGGREGATE BASE SHALL BE WITHIN -0.04 FOOT TO +0.02 FOOT OF PLAN TO PROVIDE MORE STABLE SITES FOR SEEDS TO REST. 67. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES W cRE NEW FACILITIES uj ELEVATION AT ANY ONE POINT. THE FINAL. SURFACE SHALL_ NOT DEVIATE AT ANY POINT MORE THAN 0.04 CROSS. CONTRACTOR SHALL BE RESPONSIBLE FOR EXPOSING POTENTIAL UTILITY CONFLICTS FAR ENOUGH FOOT FROM 714E BOTTOM OF A 12--FOOT STRAIGHTEDGE LAID IN ANY DIRECTION ON THE SURFACE OF THE C. SEEDING - RECOMMENDED EROSION CONTROL GRASS SEED MIXES ARE AS FOLLOWS. SIMILAR MIXES AHEAD OF CONSTRUCTION TO MAKE NECESSARY GRADE MODIFICATIONS WITHOUT DELAYING THE WORK. IF ROADWAY. DESIGNED TO ACHIEVE EROSION CONTROL_ MAY BE SUBSTITUTED IF APPROVED BY THE AGENCY HAVING GRADE MODIFICATION IS NECESSARY, CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER, AND THE DESIGN . A JURISDICTION. ENGINEER SHALL OBTAIN APPROVAL. FROM THE CITY ENGINEER PRIOR TO CONSTRUCTION. ALL UTILITY v 1 17. ASPHALTIC CONCRETE PAVEMENTS WHICH DO NOT MEET SUBSTANTIAL COMPLIANCE REQUIREMENTS FOR CROSSINGS SHALL BE POT HOLED AS NECESSARY PRIOR TO EXCAVATING OR BORING TO ALLOW THE COMPACTION. AND ARE DEEMED d; THE ENG EER TO BE NOT SUITABLE FOR USE, WILL BE REJECTED. 1.) DWARF GRASS MIX (LOW HEIGHT, LOW MAINTENANCE',): CONTRACTOR TO PREVENT GRADE OR ALIGNMENT CONFLICTS. ANY REJECTED MATERIAL SHALL BE REMOVED. NV PAYMENT WILL BE MADE FOR THE REJECTED MATERIAL, DWARF PERENNIAL RYE GRASS, 80 % BY WEIGHT OR FOR REMOVAL OF THE REJECTED MATERIAL. CREEPING RED FESCUE, 20 % BY WEIGHT 68. ALL EXISTING FACILITIES SHALL BE MAINTAINED IN-PLACE BY THE CONTRACTOR UNLESS OTHERWISE SHOWN APPLICATION RATE: 100 POUNDS MINIMUM PER ACRE OR DIRECTED. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO SUPPORT, MAINTAIN, OR 18. ANY PAVEMENT WITH A DENSITY LESS THAN 91% AASHTO T--180 SHALT_ BE DEEMED UNSUITABLE, AND WILL OTHERWISE PROTECT EXISTING UTILITIES AND OTHER FACILITIES AT ALL TIMES DURING CONSTRUCTION. BE REJECTED. ANY REJECTED MATERIAL SHALT. BE REMOVED AND REPLACED AT THE EXPENSE OF THE 2.) STANDARD HEIGHT GRASS MIX CONTRACTOR TO LEAVE EXISTING FACILITIES IN AN EQUAL OR BETTER-THAN-ORIGINAL CONDITION AND TO CONTRACTOR. ANNUAL RYE GRASS, 40% BY WEIGHT THE SATISFACTION OF THE CITY' ENGINEER. TURF-TYPE FESCUE, 60% BY WEIGHT o 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING CONSTRUCTION ACTIVITIES TO INSURE THAT APPLICATION RATE: 100 POUND MINIMUM PER ACRE 69. UTILITIES, OR INTERFERING PORI-IONS OF UTILITIES, THAT ARE ABANDONED IN PLACE SHALL BE REMOVED PUBLIC STREETS AND RIGHT--OF-WAYS ARE KEPT CLEAN OF MUD, OUST OR DEBRIS. DUST ABATEMENT BY THE CONTRACTOR TO THE EXTENT NECESSARY TO ACCOMPLISH THE WORK. THE CONTRACTOR SHALL q ' � Ix � o SHALL BE MAINTAINER: BY ADEQUATE WATERING OF THE SITE BY THE CONTRACTOR. D. FERTILIZATION FOR GRASS SEED - AS PER SUPPLIER'S RECOMMENDATIONS. DEVELOPMENT AREAS PLUG THE REMAINING EXPOSED ENDS OF ABANDONED UTILITIES, PER PLAN OR AS APPROVED BY THE '3; �� WITHIN 50 FEET OF WATER BODIES AND WETLANDS MUST USE A NON-PHOSPHORUS FERTILIZER. ENGINEER. fs% n 20. UNLESS OTHERWISE NOTED, ALL GRADING, ROCKING AND PAVING TO CONFORM TO OSHD STANDARC SPECIFICATIONS, 1991 EDITION. E. WATERING SEEDING SHALL BE SUPPLIED WITH ADEQUATE MOISTURE TO ESTABLISH GRASS. SUPPLY 70. CONTRACTOR SHALL REMOVE ALL EXISTING SIGNS, MAILBOXES, FENCES, LANDSCAPING, ETC., AS REQUIRED - WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER OR ON ADVERSE SITES. TO AVOID DAMAGE DURING CONSTRUCTION AND REPLACE SUCH FACILITIES TO EXISTING. SM auv"AM TETE"Ourn OF VURAW 0"AINIflj TIC )NO 21. CLEAR AND GRUB WITHIN WORK LIMITS ALL SURFACE VEGETATION, TREES, STUMPS, BRUSH, ROOTS, ETC. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PROVIDE ADEQUATE MOISTURE WITHOUT w WT TO K W=4=N wn DQ NOT DAMAGE OR REMOVE TREES EXCEPT AS APPROVED BY THE ENGINEER OR AS SHOWN ON THE CAUSING RUNOFF. �_ > CIF Down� VIC WITIM DRAWINGS. PROTECT ALL ROOTS TWO INCHES IN DIAMETER OR LARGER.. W.. F. RE-SEEDING - AREAS WHICH FAIL TO ESTABLISH GRASS COVER ADEQUATE TO PREVENT EROSION N N 0 N w 22• STRIP WORK LIMIT'S, REMOVING ALL ORGANIC MATTER WHICH CANNOT BE COMPACTED INTO A STABLE MASS. SHALL BE RE-SEEDED AS SOON AS SUCH AREA'S ARE IDENTIFIED, AND ALL APPROPRIATE MEASURESPIPED UTIL.I'T1ES w m ow w ALL TREES, BRUSH AND DEBRIS ASSOCIATED WITH CLEARING, STRIPPING OR GRADING SHALL BE REMOVED TAKEN TO ESTABLISH ADEQUATE COVER. ALL DISTURBED AREAS SHALL HAVE COVER ESTABLISHED BY , AND DISPOSED OF OFF-SITE. NOV. 1. ANY AREAS WHERE COVER IS NOT ESTABLISHED SHALL BE COVERED WITH STRAW AS STIPULATED IN XX.A ABOVE. 71. CON TRACTOR SHALL COORDINAIE AND PAY ALL COSTS ASSOCIATED WITH CONNECTING TO EXISTING WATER, U Ulm 23. IMMEDIATELY FOLLOWING FINE GRADING OPERATIONS, COMPACT SUBGRADE TO 957E OF THE MAXIMUM DRY SANITARY SEWER AND STORM SEWER FACILITIES. cwn2121 DENSITY PER AASHTO T-180 TEST METHOD (MODIFIED PROCTOR). SUBGRADE MUST BE INSPECTED AND 43. THE CONTRACTOR SHALL PROVIDE SITE WATERING AS NECESSARY TO REDUCE WAND EROSION OF SOIL FINES. 1 APPROVED BY THE CITY PRIOR TO PLACING EMBANKMENTS OR BASE ROCK. 72. UNLESS OTHERWISE NOTED, MATERIALS AND WORKMANSHIP FOR WATER, SANITARY SEWER AND STORM 44. OCTOBER 1 TO APRIL 30 SUPPLEMENTAL. WET WEATHER EROSION CONTROL MEASURES SHALL BE USED. DRAIN SHALL CONFORM TO CITY OF TIGARD STANDARD SPECIFICATIONS. 24. ALL FILLS WITHIN PUBLIC RIGHT--OF-WAYS AND EASEMENTS SHALL BE ENGINEERED. ADDITIf)NALLY, ANY (OCTOBER WEATHER EROSION CONTROL MEASURES SHALL BE PER THE CITY OF TIGARD STANDARDS. o FILLS OUTSIDE OF PUBLIC RIGHT-OF-WAYS WHICH ARE OVER 2 FEET IN DEPTH SHALL BE ENGINEERED. 73. BEDDING AND BACKFILL. ALL PIPES SHALL BE BEDDED WITH A MINIMUM OF 6 INCHES OF 3/4" MINUS ENGINEERED FILLS SHALL BE CCNSTRLICTED IN 6" LIFTS EACH LIFT SHALL BE COMPACTED TO 95% OF 4Ei. NO IMPERVIOUS SURFACES SHALL BE WASHED. ALL IMPERVIOUS SURFACES SHALL BE BE VACUUM SWEPT. CRUSHED ROCK BEDDING AND BACKFILLED WITH COMPACTED 3/4" MINUS CRUSHED ROCK IN THE PIPE V)THE MAXIMUM DRY DENSITY PER AASHTO T•--180 TEST METHOD (MODIFIED PROCTOR). ZONE (CRUSHED ROCK SHALL EXTEND A MINIMUM OF 12 INCHES OVER THE TOP OF THE PIPE IN ALL 5 z ►� 0 CASES). CRUSHED ROCK TRENCH BACKFILL SHALL. BE USED UNDER ALL IMPROVED AREAS, INCLUDING w w o a 25. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH SIDEWALKS, AS NOTED IN THE PIPE BEDDING AND BACKFILL DETAIL. w 2 0 GRADE C.LEVATIONS AND/OR FINISE CONTOUR LINES SHOWN. FINISH PAVEMENT GRADES AT TRANSITION TO a � 0: V) EXISTING PAVEMENT SHALL MATCH EXISTING PAVEMENT GRADES OR BE FEATHERED PAST JOINTS WITH ?4. CONTRACTOR SHALL ARRANC=E FOR AND PAY ALL COSTS TO ABANDON EXISTING SEWER AND WATER z a a o EXISTING PAVEMENT AS REQUIRED TO PROVIDE A SMOOTH, FRET DRAINING SURFACE. PUBLIC AND PRIVATE LML.MES SERVICES NOT SCHEDULED TO REMAIN IN SERVICE. a w V) n > z 26. CRUSHED ROCK SHALL CONFORM TO THE REQUIREMENTS OF_ SECnON 02630 (BASE AGGREGATE) OSHD 75. ALL PIPED UTILITIES ABANDONED IN PLACE SHALL HAVE ALL OPENINGS CLOSED WITH CONCRETE PLUGS a o STANDARD '_'~PECK1CATIOJS. COMPACT TO 95% OF THE MAXIMUM DRY DENSITY PER AASHTO T--180 TEST 46. UNLESS OTHERWISE SHOWN ON TBI_ DRAWINGS OR APPROVED BY JURISDICTION HAVING AUTHORITY, ALL. WITH A MINIMUM LENGTH EQUAL TO 2 TIMES THE DIAMETER OF THE ABANDONED PIPE.. cr m METHOD (MODIFIED PROCTOR). WRITTEN COMPACTION TEST RESULTS MUST BE RECEIVED BY THE CITY A NFW PRIVATE UTILITIES (POWER, CABLE TV, TELEPHONE AND GAS) SHALL BE INSTALLED UNDERGROUND. I- 1- 0 W MINIMUM OF 1 WORKING DAY PRIOR TO PLACING A.C. PAVEMENT. INSTALLATION OF PRIVATE UTILITIES IN A COMMON TRENCH WITH WATER, SANITARY SEWER OR STORM 76. CONTRACTOR SHALL PROVIDE ALL MATERIALS. EQUIPMENT AND FACILITIES REQUIRED FOR TESTING ALL -- N v SEWER IS PPOHIBITI=D. UTILITY PIPING IN ACCORDANCE WITH CITY CONSTRUCTION SPECIFICATIONS. o � o 27• A.C. PAVEMENT SHALL CONFORM TO SECTION 00745 (ASPHALT CONCRETE PAVEMENT) OSHD STANDARD Nco N I s SPECIFICATIONS FOR STANDARD DUTY MIX. A.C. PAVEMENT SHALL BE COMPACTED 10 A MINIMUM OF 91% 47. CONTRACTOR SHALT_ COORDINATE IMTH POWER, TELEPHONE, GAS AND CABLE TV COMPANY FOR LOCATION 77. DETECTABLE OR NON--DETECTABLE ACID AND ALKALI RESISTANT SAFETY WARNING TAPE SHALL BE z \ � N o 0 OF MAXIMUM DENSITY AS DETERMINED BY THE RICE STANDARD METHOD. OF VAULTS, PEDESTfiLS, ETC. AL!. ABOVE-GRADE FACILITIES SHALL BE COORDINATED WITH ARCHITECT PROVIDED ALONG THE FULL LENGTH OF ALL SANITARY SEWER AND STORM DRAIN SERVICE LATERALS AND N N � I AND OWNER PRIOR 10 PLACEMENT. ALONG ALL WATER, SANITARY SEWER AND STORM DRAIN MAINLINE SEGMENTS NOT LOCATED UNDER 4 0 �� t° � 28. THE PAVING CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL CATCH BASINS, CLEANOl1TS, SIDEWALKS OR PAVED PORTIONS OF PUBLIC STREETS. UNDERGROUND WARNING TAPE SHALL BE a .t ►n c� r- VAULTS, ETC., THAT ARE AFFECTED BY CONSTRUCTION AND/OR FILL TO FINISH GRADE. STORM DRAIN 48. POWER, TELEPHONE AND TV TRENCHING AND CONDUITS SHAi.L BE INSTALLED PER UTILITY COMPANY CONTINUOUS TINE ENTIRE LENGTH OF SERVICE LATERALS INSTALLED FROM THE MAINLINE TO THE BACK TO O INLET STRUCTURES SHALL BE ADJUSTED SO WATER FLOWS INTO THE STRUCTURE.. WITHOUT PONDING. REQUIREMENTS WITH PULL WIRE. CONTRACTOR SHALL VERIFY WITH UTILITY COMPANY FOR SIZE AND TYPE END OF STUB. SHEET OF CONDUIT PRIOR TO CONSTRUC110N. ALL CHANGES IN DIRECTION OF UTILITY CONDUIT RUNS SEI',!-L ` . . ., . • , . .,. .:' .. ^ T'�v P 29• ALL EXISTING OR CONSTRUCTED MANHOLES, CLEANOUTS, MONUMENTS, GAS VALVES, WATER VALVES AND HAVE LONG RADIUS STEEL BENDS. 0102 ' N SIMILAR STRUCTURES SHALL BE ADJUSTED TO MATCH FINISH GRADE OF THE PAVEMENT, SIDE,\LK, Pacific Hwy 1351111 LANDSCAPED AREA OR MEDIAN STRIP WHEREIN THEY LIE. 49. CONTRACTOR SHALL NOTIFY AND COORDINATE WITH PRIVATE UTILITIES PRIOR TO CONSTRUCTION. 1'I,M2005-00056 JOB NO. �N O 173901 C 102.DWG e,n. :._...,.,.Nacby'pM,.1w3Jryt#PuY�W,1uµe.{,k:MLV�M''l�"+r-.an. „ ..... ,,, +:.. ,-.�.�..•w,..r .._.. .. _._...-_.....--_�,. -,.nm•., --__..._.-._ - .,__.__ .. ... .:. - e�+ie+Y'a 'ql!Iry)ii ,'Y;dAtl7PX,+r;A'�lC;^S ; ', . ,,;. ,• ...... , . _ ._ z'.' r „,:,,.,: :..,..:: ... - . _ _ _, ,..:; 1 ' II � ,I 111111 IT 1:IIII LEONUff o O II(IIII�IIlI I Illl�illll!llll�lllt i illl�llll I IIIIIIIII I II!IIIIII I 1l;l�ll,l, nll�1111 I Glililll l Illi�iu I II!Ill�,li ► -. I 12 13 14�csmm.i cm I 1 S 17 113 12 20 2I 22 20 24 25 •,6 27 28 � t , �,-•.. ,r ... .,., ,.,; ,.:;` r 4 •} _ a v kp 'i-�'� f i7,'m�tl A '��,� WT a KNOWN y� t t _ _ hhh y P M1�,t�NaS'. " , r I V .. .. .. . . . .. i 1 4 � o i ND rm IMIN MMM 011 01101 m m 0101 011111 MMl MININIM Mill m _ �� ---- -- -w-__�. . W.� _. � w . �----w w— `��we.� - n' -_'- w.�— ..h -.,..ter. v�.. _ __ ._ �ti' ----.-i -�`_ �. EXISTING PROPOSED o ___,,� __ ___._._. 1 Ole- -)_-.• --. - ;f"^- '1 r`•r - )__ __� - __ _ _ _= �..•`•`. 7 i;A i f I: VALVE r- CATCH BASIN { { I $ r MANHOLE r+ WATER METER I{ IAa E FIRE HYDRANT I � / +i GUY WIRE POWER RISER / 1 N. _ ..,, • r.... ._. `T-- ry- . .--Y- ' •-` ^' r- . . _ -- i i 1 GAS METER s 63r ,' _ _ t •r.. _ I BOLLARD o $s ! / i / I LIGHTPOLEO ' ..• ' l ,� SPRINKLER VALVE , ' ws I w w-•F �r DI CLEANOUT / -4-- , • • f T N� r W_ -w-• —r.-sem'som Y . - ;r I '/ I i I .',� �' ♦ , ' I/ eNC DECIDUOUS TREE _234- t O I PRCJEC,fGAS c VALVE BENCHMARK 2 5 8 1 8 /. ! TELEPHONE RISER Iii t , W � m i sm mon IIIiw Ifs i ..,, I EXIS 1 NG 5 i * SIGN SIDE' ALK -• ;•' % i Y •. t r r fr _..„�..;..:�.,._ COLUMN t . ' --- �l \� _J !' : 40 STORM LINE �• ' 9 SANITARY LINE r �' ' \-j ' SEE DEMO PLAN M"" r ,. AND PARKING LOT v'• , I ' , ,� Z LA CONCRETE PLAN THIS 1 SHEET J ,---_• � r .... I r r Z a_ (3 C01 �/ - x I k. PAVEMENT TO -- NEW SHERWIN WILLIAMS STORE ^',, � w L_ r BE REMOVED � O 0 w N ' �- LLJ (SEE ARCHITECTURAL PLANS) .,. „ HEAVY LOAD ' I 4 ' PAVEMENT ,il cr LL ! FINISH FLOOR=233.50 STANDARD / '� Q Y i i f PAVEMENT GRouNOCOVER lm � w MMM IIIi� ' m mom mm m IIIA m IIi� �' © MIN � 0101 r Q I C z • .. . a y V , ,• , ' ,. a E , i I GRAPHIC SCALE F— ►� I i LANDSCAPE AREA TABLE -- DEMO PLAN � ----� � I� Iii Iii IIi� I� �3� >• � _ �-- LANDSCAPE - . ' 1 i ! AREA rSF1 TOTAL= 2.041 SF1 (NN-FEE10 FT 1� or j I CA 4 13925 SF 36SITE R i > TOTAL= ' -_ 131.50 TC 230.81 TC 230.00+/-231.00 AC 230.31 A 945 LANDSCAPE 15.09 I• MMl m m A m MMIl MMl m m MlMl S IMIN m Mill I• m NMI r 11 ■ C 311 - 232.08 TC IIx U , 3 — r 11i 436 233.72 AC - — ---- i r . • o '; � � I ( � �..� UI � ,!r E 230:65 TC-i i 3 J ' 3370:R' 230,75 ' I 2;^ 1 AC JW 232.10 TIC ---- - \ X15�C +LO' 4:PARKING- SPAS:AT'1 ':'#AADE' £ACH I 231.80 AC YP TRASH ENCLOSURE z GRAPHIC SCALE PLAN I W SITE AND 230.50 '`� ri i3 . LN AC ';.'�: �; � •,:: •. •ter- I � a ( IN FEET /- 4" CLASS "C" AC PAVEMENT 1 IN ?0 F T `'` !�:'y v f '' I N or AMM AM nE�u PLACED IN TWO 2" LIFTS -RIM-232.27 ,i 2" DEPTH OF 3/4"-0" CRUSHED ROCK - I r AM NW T rW �'N°M1� Co I umm DWI vm 9[wil (IF 90 W.. /- 12" DEPTH OF 3"-0" 0D I Ln V) N �m .TION NOTCS � • � •����`- a°� /� COMPACTED CRUSHED ROCK ►a i o 0 o W CONSTRM f AN o A� `� - COMPACTED SOIL. (SEE "GRADING, 13 I u� m 1l SEE ARCHITECTURALPL S. �, - _ _- PAVING AND DRAINAGE NOTES ON 234.00 TC I u, m 0 o O PLANT ONE TREE: AQLR fZUBUy 'BOWHALL' (BOWHALL RED MAPLE), B&B, 1" CALIPER. I I li II II i II I I�i I)i li Til I II i II I II i iI I li i it �Tii. SHEET 0102 FOR SPECIFICATIONS.) 50 i�L PLANT AND MULCH ACCORDING TO CITY OF TIGARD STANDARDS. r I 233.E O3 RESTRIPE CXISTING PARKING SPACES TO ADD TWO HANDICAP PARKING SPACES AS SHOWN. z SEE DETAILS SHEET. HEAVY LOAD PAVEMENT SECTION -� -AC o V z SCALE:: N.T.S. CONSTRUCT SIDEWALK RAMP AS SHOWN. SEE. DETAILS SHEET. 234.00 TC I ' uj ~o focr -' r F 233.50 AC 14 I w 0 x LANDSCAPE AREA; CONTRACTOR TO MEET CITY OF TIGARD REQUIREMENTS OR GROUND COVER. i a tx ui 3" CLASS "C" AC PAVEMENT / 6' ::::3p' :-:6:BARKING SP5:.AT:1b�. .WIOI; H 1 _ - + I a o w Q CONSTRUCT 8' MADE SIDEWALK ENTRANCL » i / - Ir a u1 PLACED IN TWO 1-1/2 LIFTS I o w z : '234147-: o O CONSTRUCT 6' WIDE SIDEWALK. SEE DETAILS SHE:E T. 2" DEPTH OF 3/4"-0" CRUSHED ROCK t2 I r 5 (J 8 CMU WALL; SEE ARCHITECTURAL PLANS. „ -:::..'•-.--;: - ��' • - MATCHE)OST' (n (n n � � - 8 DEPTH OF 3 -0 COMPACTED - -�- „ -P----•--� CI�tB �n CONSTRUCT CURET. SEE DETAIL'S SHEE'i. �� p �s �� t� CRUSHED ROCK , ' e V ^ _ 4 d V ^ � 231-25 C \ \ 0j a � pr lO REMOVE EXISTING CI IDES AND f AVEMENT. � �' � ��a - COMPACTED S011_. (SEE "GRADING, r' �' � � C ° - . ' �. 231.130+/- � U � � I "� D DRAINAGE NOTES" 0 _.. .. ; _- , PAVING AN AINAC N to o o .= (D 11 S,AWCUT LINE. !I 1iI I Iiil I I�i II I II 1-- 9-1 1 I—1 1-1 Ill I II i i SHEET C102 FOR SPECIFICATIONS.) GRAPHIC SCALE A w + rO N 1? STANDAR'" PAVEMENT. SEE SECTION; THIS SHEET. SURVEY PREPARED BY: 10' 0 er 10 �o PARKING LOT LAYOUT PLAN c O G & L LAND SURVEYING, INC. ___ ___- ..�....���..���•� SfIEET HEAV' TRAFFIC PAVEMENT. F,EE SECTION; THIS SHEET. 8116 S.W. NIMBUS AVE. STANDARD PAVEMENT SECTION ,. ..., .. , .. ..:, .. ,, . ..,, ., BEAVERTON, OREGON 97008 (� 14 STRIPE PARKING SPACES AND END ZONES ACCORDING TO CITY OF TIGARD STANDARDS. PHONE: 641-0308 SCALE: N.T.S. ( IN FEET ) Pacific Hwy 13500 _ y C201 JOB NO. 1857-TM t IN - 10 FT PI,M2005-00056` 3111'7 JOB No. 1739-001 O � • 173901 C20I.OWC ..r� ...._.._-_._.... •-.-_.._...._ _._..,.. _.—.. .._ ......_...-- ._.___....__... .. - ...a.,.`.N,:.Mlltl.ti:yy,n!w,:VYiKYK1Yta Mr'6Ww�'�' .��I�' .+•r�Ativ`. ,e.,, ...•x,tMy,'7MM„lwA++M1aRAN.PM1AJAi'.IM@4'Mt�fNIP�IM�'F;�1AtSdDkl�::k'c.`1w�•Wy911YMtfx9lp','1i"'.,J.,wq.,�N:a.« 'N,.. - _ . _....._. .. ,R,.., .,, ...__....—_ _. _ ...__-._. .__. ......._..._...... _ .. ..-......_._-_•_-.. ...._.w ..... ..,•.—' '---.»--...—.......-.. .— ..--•--.- .. __ 11 .. . .aN]:.ftlNY.Stir9.1.'.•HiMIlS `.iYY'. 4' Ih�q _ i••. .: : lli�llll 1111 ilii IIII IIII tl 1111,1 II Illilf IIII liil 'tll 111 111 i III 1 t 1 I „ . . .. . cm I 1 I I I I I I I I tall , II t I• . t I I,II1 IIII,nllt,lllnlllnllnn�unitn ,unln,Iin11�1, L!('IIOUrY STRIP I I I I I n(I t I I { .;, : :#•.y. �Om0"IGn 3 4 7 10 it 12 13 Id IS 1"7 IB 1� 20 21 22 23 24 25 28 217 218 25 30 r tas _ ,. .. 00 01,11111pll 001 Ik� I .• '91h ` dl ;...� 1 .. , rL; . 1 - I I - •_�__�� � -�._., ...._-.r-,_rte _ ••• •• • ••. ♦ f • ••: • --_..�- W - �...� ,~ '`► __ __ - __.._.__� _ >� --��__ !_� .-._,.- �;�` - - .--.-.. :;,_ ,, �,,� ." _� -�� STORM [DRAINS ... . , '�• �, w �- +-'� SANITARY SEWERS _ L�'`l :•: "` -- '�'� „`- •- .� �,_. J 1 t '- ;`t - _� 1, + 1. STORM DRAIN PIPE SHALL BE THE FOLLOWING, UNLESS OTHERWISE SHOWN ON THE PLANS: 11. ALL SANITARY SERVICE LATERAL CONNECTIONS ARE TO DE TEES WHEM CONNECTING TO A I -- - __ = - - -- I' -__-__ � _._ _ �__,__� `il-ii_• 1-. - PUBLIC SEWER LINE AND WYES WHEN CONNECTING TO A PR!VAT� EW ^ L.1 E. r .r PUBLIC .... C ASS 2 OR 4 REINF RCS D CONCRETE CONFORMING TO A.S. f.M. C -14 OR 12 MAINTAIN MINIMUM 10 FOGT HORIZONTAL CLEAR DISTANCE BETWEEN WATER AN D SANITARY � II. CLASS 3 OR 4 REINFORCED CONCRETE CONFORMING TO A.S.T.M. C-76; OR SEWER LINES EXCEPT AI CROSSINGS. VERTICAL SEPARATION SHALL BE A MINIMUM OF 18 � III. PVC CONFORMING TO A.;.Tali. D-3034 (SDR 35) INCHES CLEAR DISTANCE WHERE WATER LINES CROSS OVER SANITARY SEWER LINES. PVC W j C-900 PIPE SHALL BE USED 10 FEET ON EITHER SIDE OF THE CROSSING WHEN T►IE CLEAR B. PRIVATE DISTANCE BETWEEN THE WATER LINE AND SANITARY SEWER LINE 1:: LESS THAN '18 INCHES. r ._ •._� I. PVC CONFORMING 1-0 A.S.T.M. D--3034 (SDR 35) / ) �»�-- - A�`" •- -•r•r 13. ALL SEWER SERVICE LATERALS SHALL BE INSTALLED TO A POINT 5 FEET FROM THE BUILDING. 2. CONCRETE AND PVC PIPE SHALL BE LAID WITH RUBBER RING JOINTS. ALL STORM PIPE JOINTS THEMINIMUM a TO BE WATERTIGHT. AJM GRADE FOR LATERALS SHALL BE 2.0 �. �1 S r �..., _ :_..___ --_ s,_._ __... ,..�..• -� _T.. __ w �j 3. MINIMUM COVER ON STORM LINES IS 36" FROM THE TOP OF THE PIPE TO PNISH GRADE. ;4 BACKFILL MUST BE COMPACTED TO A DENSITY OF 95% IN IMPROVED OR STRUCTURAL FILL 14. THE LOCATION AND/OR STATIONING AND THE VERTICAL DISTANCE FROM THE GROUND SURFACE o �R j ' ` - '�Y �' >. • �` r : AREAS. MINIMUM COMPACTION IN UNPAVED. NON-STRUCTURAL FILL AREAS IS 90%. PIPE WITH TO THE INVERT ELEVATION OF ALL SEWER SERVICE LATERALS SHALL BE RECORDED BY THE u • ' ' ya..y �C. -�+-�. LESS THAN 1.5' OF COVER SHALL_ BE DUCTILE IRON. COMPACTION IS TO BE PER AASHTO ACTON? AND PROVIDED TO THE EwGINEER. T- 180. LINES WITH LESS THAN 36 COVER SHALL BE PROVIDED WITH A CONCRETE CAP, OR /ems v: SHALL BE RCF PER PLANS. 15. MINIMUM COVER ON PUBLIC SANITARY SEWER LINES IS 60 FROM THE TOP OF THE PIPE TO u,•+F STATIONING FINISHED GRADE. BACKFILL. MUST BE COMPACTED TO A DENSITY NOT LESS THAN 95% IN AND/OR - ---- E • / ' �� 4. THE LOCATION STATIONING AND THE VERTICAL DISTANCE FROM THE GROUND SURFACE IMPROVED OR STRUCTURAL FILL AREAS. MINIMUM COMPACTION IN UNPAVED, NON STRUCTURAL --- = .' / --- - - --'-+' _ •t TO THE INVERT ELEVATION OF ALL STORM DRAIN L;FERALS SHALL BE RECORDED BY THE FILL AREAS IS 90%. COMPACTION IS TO BE PER AASHTO T-180. MAXIMUM COMPACTION TEST CONTRACTOR AND PROVIDED TO THE ENGINEER. SPACING OVER PUBLIC SANITARY LINES IS 150'. 5. REQUIREMENTS. CONTRACTOR SHALL USE UNIFORM PIPE MATERIAL ON EACH PIPE RUN 16. SANITARY SEWER PIPE SHALL BE THE FOLLOWING, UNLESS OTHERWISE SHOWN ON THE PLANS: • ' r 1 �' BETWEEN STRUCTURES UNLESS OTHERWISE DIRECTED OR APPROVED. JOINTED HDPE PIPE SHALL NOT BE USED FOR SLOPES EXCEEDING TEN PERCENT (10X). 80. A. PUBLIC 1. CLASS 2 OR 4 REINFORCED CONCRETE CONFORMING TO A.S.f.M. C-14; OR 1 •. /, 6. CATCH BASINS AND JUNCTION BOXES SPLICE BE SET SQUARE WITH BUILDINGS OR WIlT-I THE II. CLASS 3 OR 4 REINFORCED CONCRETE CONFORMING TO A.S.T.M. C-76; OR EDGE OF THE PARK114G LOT OR STREET WHEREIN THEY LIE. STORM DRAIN INLET STRUCTURES III. PVC CONFORMING TO A.S.T.M. D-3034 (SDR 35) EXISTING S' 1 ' AND PAVING SHALL BE ADJUSTED SO WATER FLOWS INTO THE STRUCTURE WITHOUT PONDING SIDEWALK . • [ . . / , ` /, / / 1, WATER. B. PRIVATE 9 1 �._ „I I. PVC ASTM 3034 -•' © ji I N j 7. UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER OR HIS AUTHORIZED REP. ALL STORM _ f DRAIN CONNECTIONS SHALL BE BY MANUFACTURED TEES OR SADDLES. 17. DRILLING EXISTING MANHOLE STRUCTURE. USE OF PNEUMATIC JACKHAMMERS SHALL BE �� �� �� li� PROHIBITED. CONNECTIONS TO BE WATERTIGHT AND SHALL PROVIDE A SMOOTH FLOW INTO AND r` C0�}2 10 10 10 I;0 ? IE SHEET C?02 ;, 8. UNLESS OTHERWISE SHOWN OR DIRECTED, INSTALL STORM DRAIN PIPE IN ACCORDANCE WITH THROUGH THE MANHOLE. SMALL CHIPPING HAMMERS OR SIMILAR LIGHT TOOLS WHICH WILL NOT - T_ __,_,,�„__,_,_,-�,,,_.; _ -- •1 F'tet_a7 , MANUFACTURERS INSTALLATION GUIDELINES. DAMAGE OR CRACK THE MANHOLE BASE MAY BE USED TO SHAPE CHANNELS OR ENLARGE STORM SSR ""� EXISTING OPENINGS IF AUTHORIZED BY THE CITY ENGINEER. DETAILS f 9 CLEANING. PRIOR TO MANDREL TESTING OR FINAL ACCEPTANCE, FLUSH AND CLEAN ALL `may SEWERS, AND kEMOVE ALL FOREIGN MATERIAL FROM THE MAINLINES, MANHOLES AND CATCH 18. CONTRACTOR SHALL CONDUCT DEFLECTION TEST OF FLEXIBLE SANITARY SEWER PIPES BY Z r f{, •�•� COplryi" BASINS. PULL.NG AN APPROVED MANDREL THROUGH THE COMPLETED PIPE LINE FOLLOWING. TRENCH Q ,f NEW SHE.RWIN WILLIAMS STOPEr ` � � COMPACTION. THE DIAMETER OF THE MANDREL SHALL BE 95% OF THE INITIAL_ PIPE DIAMETER. 10. CONTRACTOR SHALL CONDUCT DEFLECTION TEST OF FLEXIBLE STORM DRAIN PIPES BY PULLING TEST SHALL BE CONDUCTED NOT MORE THAN 30 DAYS AFTER THE TRENCH BACKFILLING AND AN APPROVED MANDREL THROUGH THE COMPLETED PIPE LINE FOLLOWING TRENCH COMPACTION. COMPACTION HAS BEEN COMPLETED. T.V. INSPECTION REQUIRED. 11.E J ' THE DIAMETER OF THE MANDREL SHALL BE 95% OF THE INITIAL PIPE DIAMETER. TEST SHALL 0- J70 BE CONDUCTED NOT MORE THAN 30 DAYS AFTER THE TRENCH BACK FILLING AND COMPACTION 0 - y4' 5 HAS BEEN CCMPLETED. --- ,•) }' WATER ONES c - ' 19. ALL WATER LINE PIPE SHALL HAVE A MINIMUM OF 36 INCHES OF COVER TO FINISH GRADE. < J _ _ DEFLECT WATER MAIN AND SERVICES UNDER OTHER UTILITIES AS REQUIRED TO MAINTAINED 0 �"- - _- --» r- -t- -- "' �"�~ '� MINIMUM COVER. BACKFILL MIST BE COMPACTED TO A DENSITY OF 95% ON UPPER 3 FEET -- r I AND 90% BELOW 3 FEET MINIMUM COMPACTION IN UNPAVED NON-STRUCTURAL FILL AREAS IS �! F--- I • -a sra:.�.-�•I..a�-t,�i-�ew�s--•:r-Ib•t�.•r�a'� '.s:�read,�.ce,aQ.'_ + • ' , a •'' �.c�ll�wo.��. ' ,z�no.:..a• i 1 f •�`"'� "�' 8 85%. COMPACTION IS TO BE PER AASHTO T- 180. MAXIMUM COMPACTION TEST SPACING OVER �--- 'r'- r-:Mp - PUBLIC WATER LINES IS 150 FEET. \_--- CO�F3 � •`tt7•s ''(OPE f*NCN IL7 �. 1 ( IV:A10011' Or'IFNw. • u I ' t� -- 20. ALL TI=ES, BENDS AND ENDS OF WATER LINES SHALL BE BLOCKED WITH POURED IN PLACE dal CONCRETE THRUST BLOCKS IN ACCORDANCE WITH THE STANDARD THRUST BLOCK DETAIL. �I • - 2 I _ 21. ALL WATER LINES SHA'_L BE THOROUGHLY FLUSHED AND CHLORINATED. POTABLE WATER TEST L - -- - =� a'-�:: SHALL BE APPROVED BY THE OREGON STATE HEALTH DEPARTMENT AND CITY OF WIL.SONVILLE • PRIOR TO ANY METERED SERVICE HOOKUP. BLOWOFF AS REQUIRED AT THE END OF WATERLINE ..' 1 � � 4 CONDUIT SCHEDULE' FOR FLUSHING, TESTING AND CHLORINATION. WATER LINES SHALL BE PRESSURE TESTED PER N+«waow � \ 40 PVC CASING ,�� �Nrc r N.r.s. AWWA C-600 AS LISTED BY APWA, WATER LINE DISINFECTION SHALL CONFORM 10 AWWA - `:./ C•-601 AND CITY OF WIL_SONVILLE REQUIREMENTS. �, A"K' R CLAMP �D/ETAIL 1=- • i �I I MANHOLE PLAN ( A 22. CITY PERSONELL TO OPERATE ALL VAL\eES, INCLUDING FIRE HYDRANTS, ON EXISTING PUBLIC; N.r-s. _ __ •_ N.t.s. MAINS. • y z, i i W n" pl ! - 1 \ - � 2,3. ALL VALVES SHALL BE FLANGED CONNECTED PER CITY OF TIGAF?0 STANDARDS. EXTENSION f I '� • g� / 4 I ; ! , �►y w / ` STEMS SHALT. EXTEND TO WITHIN EIGHTEEN (18) INCHES OF THE FINISHED GROUND SURFACE alv ur sAc AND SHALL BE PROVIDED WITH SPACERS WHICH WILL CENTER THE STEM IN THE VALVE BOX. �' 112" sE�F TAPMNR CoNC AAOfX�O ex1ETTrna ANCMUIRS PHR.LIPz, s--12 ��-� 6 cavaxr 24. UNLESS OTHERWISE NOTED, WATER SERVICE PIPE ON THE PRIVAIE SIDE OF THE METER SHALT. OR APROWD r0JA- / -,- g'awMff 9E SCHEDULE 40 PVC. o sr�tnc {� �_ I I• 112" x 1-112• STA1NlESS 40 PVC rAsw ' \ '+" yl, cli r- e - • J ` I� I srtF� soar Iz. 25. DOMESTIC AND FIRE BACK FLOW PREVENTION DEVICES AND VAULTS SHALL CONFORM TO { REQUIREMENTS OF PUBLIC AND/OR PRIVATE AGENCIES HAVING JURISDICTION. • TEE hRAPHIC, SCALE " •e' 26. THE WORK SHALL BE PERFORMED IN A MANNER DESIGNATED TO MAINTAIN WATER SERVICE TO ` . w o 10' w 4r ( I my PLAN OUT TH CAPA�-� BUILDINGS SUPPLIED FROM THE EXISTING WATERLINES. IN NO CASE SHALL SERVICE TO ANY � r -_- --- ------� MAIN LINE OR BUILD114G BE INTERRUPTED FOR MORE THAN FOUR (4) HOURS IN ANY ONE DAY. `Sid a rr+rxE CONTRACTOR SHALL NOTIFY THE CITY AND ALL AFFECTED ':SIDENTS AND BUSINESSES A x ( IN FEET ) s1Evs-- - MINIMUM OF 72. BUSINESS HOURS (3 BUSINESS DAYS) PRI(,. TO ANY INTERRUPTION OF - w >r MAW=MY 1f[ f# WVY a MTF Not 10 K IIFi11oa1om Mfr 1 IN - 20 FT A A SERVICE. 1ssn.#a ao"MTNM NM TM Mo 27. SANITARY SEWER k WATERLINE CROSSINGS. WHERE SANITARY SEWER LINES CROSS ABOVE OR O10pTi�" "1E r" r�au Eft r1a PARTITION _ WITHIN 18-INCHES VERTICAL SEPARATION BELOW A WATERLINE, SEWER MAINS AND/OR - �� I ,y ' LATERALS SHALL BE REPLACED WITH 0900 PVC PIPE (DR 18) AT THE CROSSING IN N N N > STM Rw CLOW CONFORMANCE= WITH OAR 333. CENTER ONE I DLI_ LENGTH OF AWWA C-900 PIPE AT POINT OF w M w Wm ATTACHMENT OR 2- x CONTRACTOR SHALL GROUT BASE sUMM srl�t. CROSSING. CONNECT TO EXISTING SEWER LIVES WITH APPROVED RUBBER COUPLINGS. -- °D ra U _ aw�v AND STAMUSS OF MANHOLE AROUND 6 PIPE TO �� �� PROPE'�L.Y DIRECT WASTE FLOW ,j r w W STM, � S f 28. FIRE HYDRANTS SHALL BE LOCATED TO PiRCfVIDE A MINIMUM CLEAR DISTANCE 01- 24 INCHES 0 � --j v1 aim MAMHrAL Iwtr -_ BETWEEN PORTS AND FACE OF CURB. _ o O r^7^, yM .,�`/��e R4 1?• 29. AL-L. PUBLIC WATER VALVES AND BOXES 10 BE 18" MINIMUM FROM FACE OF CURB. CCNSC E M f M NOTES �~: �� ✓ `�-_ �NflLf�1E11w _ MMEi� IWM4 NOTES: J O L'J EXIST WATERLINE TO 191; AF3ANfJONFD BY WATER DEPARTMENT 10 INSTALL LANDSCAPE CATCH BASIN DRAIN; SEE DETAIL THIS PAGE LEGEND � AU UV*' ltc Vr"ONS' :;11�r COIIKO" S 1" WAIERMETER INSTALLED BY CITY; CONTRACTOR TO COORDINATE. ry Ire laf!OUW+ A"r of asrM 0478 ____-- 5 W F 11 STUB OUT CONNECTION FOR ROOF DRAIN TO 5' FROM BLDG ANO AlORK-ARF PR+�NSIrJY15 Of ,Vr4NDM z c, 2 O INSTALL 1" "DOUBLE CHECK" BACKFLOW PREVENTOR. SEE DETAILS SHEET. wNf�ottc DpAwmr A'O. 010. AW No. rx10 EXISTING PROPOSED EXISTING PROPOSED tf -_� L; a FINISHED LANDSCAPE SURFACE SURFACE GRATE SANITARY SEWER PERMANENT < = a In C� 90 LF 1" WATER SERVICE LINE -- w,r Z 2 �, w FLOW MONITOR DE_TAII S Cx� WATER VALVE ( SPRINKLER VALVE 4c W N 5 INSTALL 45' BEND �'� i'�+_ 0 5 (MANHOLE CONDUIT INSTALLATION) ,� �` -_� CATCH BASIN �, CLEANOUT w 133 LF, 6" PVC, SLOPE 376 8" ROUND LANDSCAPE DRAIN - F._•,�S=l C�-p': ` DRAWING Ic V) I M 0 �I,.NHOL- DECIDUOUS TREE a w FA, w, <7� EXIST FIRE HYTIRANT LOCA..ION 6" PVC RISER (� WATER METER � r_-� MAILBOX n In v � •, v 7a3 � '1 h1E�5f''r iie'n t I, ' ,( --_�' l7 O O j��L �:, it " GV I O +�, k **, CONNECT TO EXIST WATEK INE, HOTTAP 6 PVC TEC _ FIRE HYDRANT GAS VALVE N k' N Q "T9. 1 r GUY WIRE TELEPHONE RISER 0 c i civ' CONNECT TO EXIST SANITARY MANHOLE -`-- - ---- 5 �IM-?. 1'2F3 Q' POWER RISER Ll._ SIGN w M N In IE IN E" (NW) 2.04.53 EXIST _ � IE IN 6" (W) 225 45 PROPOSED i C1 GAS ME TER COLUMN SHEE f IE OUT 6" (NE) 204.31 EXIST 0301 N SES MODIFIED DETAIL_ /695, THIS SHEET FOR CONNECTION INFORMATION. BOLLARD go-mow STORM LINE APF. DRAM 1 -- LIGHTP01_E SANI TARY LINE N.T.S. --� Ilacilic I Iwy 13500 JOB No. 1739-•001 N IlIZ005-00056 J O 4 (1f 7 173901 C-301.t)WG ... - - - ... '"'"'�"•"N°'R+•'0°F4••I/V!Ap•n' .a,•,...•,..,r renpbst,.,.�m•.•xvr..- _ ._ .._.,.,._..-,._.._ Ilitl .I 1111 ILII 1111111 'i _...;,_ r wlsfa«•!�l'p'itifer611i .,_,_ , J� ;:. .,.. > Cm I , I IILI1111 IIIIIIIiIli1I1111lIlllil U I(IIII I rl,l LII IIItIINI INlIN!tLll}111111 11 itl l !lug r;(I,;i;illil 1111 ILII Illi hli Il ' 1111 ILII 1111 II►i TNI 1111111 ILII 1111 Itll 11 Til ili ! if ,;li !il llil III( IIT{ ILII 1111 , - I_Enrr�r sT�s+ f II! 11� I I I I I I I I I C i i I I ► ; I � 3 1�0 I t 12 1� 14 I1c 17 IB : 1 20 21 22 23 24 25 26 27 28 29 3�r r t F , k - x c t -...a.�r;t•'1- 1 <,r:�'."I' 4.. ....:. ..s _ _ " ., .. - .- .'P+. .+c. _ Q•4 ...., .,�. ,._.y. ..;.:' ✓ T.c: f -.'{. �,. 101 oil" "a a. r r 'a,' .; ;cs! �fnj5.te2�RS.`9'F• -,.._....... , :v4...„„,.�y _ .r. �.rr. ..... _•...,y.,..n. ...,.n.wuu.....ar - .e_-_'...,.i.-�....r_..n-.�'u....-._, ....-,L.a.:a..rw.wra:n:-..,•ea.-...-.�xi.,ysm.r .�= _ _ _ .:-:.�.n.d.._..,.., ., �... _ ...:_-_ ___._ _ �_- _-_ _ _-- 1 PP J v • 229.11 IL-228.87 / / 1 • •rs ••• •• • • 6" PVC, ASTM D3034 .:• '•' : : :•` INSTALL 4" WYE I I w LE. = 229.50 -LE. = 229.31 FOR ROOF DRAIN I.E. 228.92 5 CONNECTION (TMP) ` , . � • I 7... prz o �.o 00 CO(* r�tlltt► �c3 N I C' 1 A/ C L E_ D t A 1 I N I 11/l I I I ,� h A C' C` T rl CD L' FLAX GRAPHIC SCALE_ ----- -- �� 10 0 S 10 3o -- ----� J Ftk INFORCING BARS WITH MINIMUM 6" OVERLAP RADIAL FLOW 6" OUTLET ( IN FEET ) FOR PERIMETER SLAB 1 IN - 10 FT (By CONTRACTOR) CARTRIDGE PIPE STUB (STD) La � w ^F 8" INLET PIPE FROM r ,� STORM FILTER FRAME AND COVER LLJ MARKED "DRAIN" W/ I A LOCKING BOLTS SEE KCRS A _ DWGS. 49 do 50 4" ACCESS J a1 + HALF ROUND STD. GAIN. STEPS/ ' -- a EFFLUENT BAFFLE MIN. 1?- GA. GALV. �LADDER (4 LOCATIONS) ! -- 4 STEEL FASTENED ra .A / SEE KCRS DWG. 39 � Q I W/5/8 DIA. EXPANSION II { ANCHORS O 12 O.C. NOTE. __ ORIFICE LOCATIONS z I LADDER LOCATIONS LOQ TONS a r; I I TO ALLOW ACCESS 0 z B 8 WHEN CONTROL r",.� w 0 0 STRUCTURE IS FULL r 1 8" INLET_PIP� OF WA TER c 9 L J 12" TO DETENTION PIPE-,`_ d Z LIFTING EYE � SL `--6" OUTLET PIPE L J N_111 ( w W (TYP.) �..�1• ORIFICE (DIA. 1.5 ) u„ Is 6" OUTLET PIPE INLET PIPE ��-- -- ORIFICE LOCATIONS F -ORIFICE (DIA. 1.8") lmz- 0 I w SOLID LID-� INLET GRATE B STUB r i NLA J --6" OUTLET PIPE 0UCATCH BASIN STORMFILTER - PLAN VIEW 36" DETENTION PIPE - z SCALE: N.T.S. SECTION A-A SECTION B-B �.I I- Q PLAN VIEW SCALE: N.T.S. SCALE: N.T.S. PC-RIMETER SLAB - OVERFLOW SCALE: N.T.S. 3,000 PSI CONCRETE INSIDE RIM INSIDE RIM WEIR CREST (BY CONTRACTOR) 2'--4" 2'-4' CION M- STRUCTURE 1- -- The STORMIIATER MANAGEMENTcy flasStorm�ltee U.S. PATENT No. 5,322,629, No. 5,707,527, No. 8,027,139, �" WNo. 5,624,576, AND OTHER U.S. GwNFRAIL NOTES AND ROREIGN PATENTS PENDING ` )3 _9• 1. STORMFILTER BY STORMWATER MANAGEMENT INC., PORTLAND, OREGON (800/548-4667). 2. CATCH BASIN MUST BE SET LEVEL. 6" OUTLET PIPE 3. EXTERNAL PIPING AND COUPLINGS TO BE PROVIDED BY OTHERS.STUB4• FLEXIBLE COUPLING TO BE USED AT INLET AND OUTLET. FERNCO OR ENGINEER APPROVED.INI.E1/ U TLE T FILTER CHAMBER CHAMBER ` CLEANOUT OPENING 5• PERIMETER SLAB TO BE PROVIDED BY CONTRACTOR. �- IN OVERFLOW WEIR 6• 5TORMFILTER REQUIRES REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE y• z a •-i' 7'-2 1/2" CONNECT RAIN DRAINS O MANUAL FOR DETAILS. 0 CO#2 Cop (SEE ARCHITECTURAL PI ANS) r w _ RIM=-233.2± RIM=232.27 --- ----- 7. CATCH BASIN ,TORMFILTER STRUCTURAL SPECIFICATIONS: J V� CATCH BASIN STORMFILTER - SECTION A- ALJ LANDSCAPE MH LOAD RATING: 2U,000 LB. `�S J � I LANDSCAPE DRAIN CONSTRUCTION: 1/4- STEEL PLA1F DRAIN RIM=230.75 RIM=230.90 COATING: CORROSION RESISTANT, ALL SURFACES SCALE. N.T.S. RIM=232.8± RIM=231�4t _____- UNIT WEIGHT: 650 LB. ----- >�z atow�oe wE >w testi~a INLET GRATE: DUCTILE IRON �mfm C=Mvw m IIID w � PERIMETER SLAB: REQUIRED AW M 10 K t1DINOR m w Mn 4IIrm!>om vm 1w ffpTl[1d gaol w m - c5 C)m w a w ui r� qt .1 228.45 171 2-N4 REINFORCING BARS © " t > j 141 LF 6• 22 45 �- 1.5 ORIFICE O I- (f�Y CONTRACTOR) MIN S=0.0075-_# / 2.28.37 ELEV=225.79 _ v�`i aF o Wo `-� 229.51 A•0 -+ 1.8" ORIFICE w I FILTER S=0 01006`PVC / / ELCV=224.70 CHAMBE , �n `� / z INLET + �/ O M: / iF1i 2 M S p W W F F z O CONC. STRADDI-E BLOCK _� ci - SCUM (SEE CC TAILS SHEET) U BAFFLE Of 35.0 LF OF 36" HDPE < .7 1. a inu ..r► w OVERFLOW / 5=0.0050 -� o ; a a o V) w 0 WEIR MVI TH W 0 < CLEANOUTtr > FILTER 221.50 34.5 •c in +� CHAMBER LF OE 6" pVC O o 5 1.1 OUTLET 36" X 12" RAT S'0•2487vi Z) U w.* +. • . ,. _ PLATE REDUCER-J 0 0 a < C14 00 F s+r.• 224.10 / O ^ ►� o w cv CAICH BASIN STORMFILTER - SECTION B--B � CONNECT TO EXISTING H - 1 t k �- j, 3U I, SCALE: N.T.3.,. r• co x � SCALE: N.T.S.NTS CONIC. _ '`' `� x Q (INSERT-A-TEE) SHUT - - �VQL,E CATCH BASH ST _TER CETAL. 2 hicirc IIw C302 � �13;0(1 y PLM2005-00056 «: , of 7 roe No. 1739- N .... _. _ . y 0 b 17-3901 C-302.DWG „ .y...: . _.........'.N' 'V. c.'.:I' ..•1♦ :....y. ..- , .....- .._., .. ,. . ... '•R.P•••»•�yR _ ., , ...-..:....� «.... _._.............._ .-_..-_.__.... _..__.-.._. _. .. __. .. _ .. ._�� ....�..___...-..__-...-._......._-,... ..--.._.__.-.... ._. »..-...-.._�.•..._.rw�.�..s +..+w_�...._�. .�..w.�.+.,..,...........w+Mw.,w�.w......w�...•+..,._..+•M..►..- , . -', :: , t :. :.• " 1 ... -. . M .r:lAiYit'�3�!'G1'�'.ew6+' .•� � -. - ... u . .. { Ilil Iftl IIII flll Ill± i 1 I ! f CRI I I�Ilfl fill'lIN IIII till III 111, I II Ilfl t.11 IIII II!I IIIc I I III IIil III! I !I I I IH! I!il Ilf till I Ii lilt JtItt! !,!i l l l;;ll ui! !ilf Ilii I!I! !! ; I!II ilii !fl! 1 11 LI LEGORM 8TRr b 4 i i I ! I I 111111111 IO�a"f c. 10 11 12 13 14 18 17 IA 19 20 21 22 23 24 2'_S 28 27 28 29 30 , w0 of u r � A ff p { t - --- - -� - _ - - ----- -' -- - - _ • • • • ••• O oral 1 �-- -- ------ - ° • LOT TO BE ' � � ••. ••• •• °° � 0 Y SERVED .'. . . . co < 3: . . .e. ... .. . . U . . -/ ..• x Li Z - l z WATER METER - _a Li - ! -0" N PLAN � PROPERTY UNE PS! •z• •�•;• ,•• ; • a ~ w -VALVE BOX , • ° • U 1 4n PRESSIVE STRENGTH 0. �,��� , •• . , E-• o < -7 ONC. THRUST BI-OCK r` 9 ���:�; •i a 1 1'-L'� F GAINST UNDISTURBED :4•+• •t,• cv - ... . �• Z J D RTH-BEARING AREA •'''--�-- - I BOTH SIDES OF PIPE O 8��b �l _ - -- --- CONCRETE DIMENTIONS TIE RODS WHEN ; _ - - RE MINIMUMS - SECTION REQUIRED, AS PER CL EFER TO DRAWING NO. 56 MANUFACTURERS ■� � _.M-4 PROPERTY UNE AND LOT - - -- OR BEARING DATA) RECOMMENDATIONS NUMBERS MARKED IN WRITE 12" MI TEST COCKS (4) 18" MIN PAINT ON FACE OF CURB - X IN VERTICAL A TAPPED 2` - -_---- (SEE NOTE 1) WATER METER POSITION ( ) •� '•; :�� PLUG, CAP F'�_AN - - '�• _ __-_� OR OTHER - FITTINGS AS 12` MIN :••••L i•.; 1 ` REQUIRED SHUT OFF VALVE 4" CLEAN CRUSHED ROCK BASE -� r't•� --- „�`�°' CUSTOMER SIDE 1. ELEVATION RETAINER Gl.�►NC DITCH LINE ELEVATION i 2'-0" 4'-0' _f MIN. MIN. MAX. �- SEE PLUMBING CODE 1. VALVE ©OX SHOWN IS APPROX 15"W X22"L X12"D EXTENS,10N. NOTES: FOR DEPTH OF COVER PLAN Z �"_' / 2. DOUBLE CHECK ASSEMBLY MUST HAVE A SHUT OFA VALVE ON THE INLET SIDE. 1. SURVEYOR T() INSTALL TEMPORARY +_/� 3. UNIONS ARE REQUIRED AT EACH END OF ASSEMBLE' IF USING METAU_IC PIPING. QUANRETATITY TY BASEDER (ON PIPE SIZE HUB AND C,I�ARD STAKE OR � � � GUARDSTAXE AT LOT UNE FOR I '�-^-� 4. ASSEMBLY MUST BE INSTALLED SO THE TEST CUCKS ARE VERTICAL. STRADDLE BLOCKS TO BE USED AT: METER IMSTALLATION. ` 5. NON-CORROSIVE CAPS OR PLUGS MUST BE INSTALLED ON TEST COCKS. Q 2. 'NSTALLED BY CITY OF TIGARO `-METER 1. END OF UNE_ BLOW OFFS ♦ Q 6. ADJACENT GRADE MAY NOT DRAIN SURFACE WATER IE -1 THE VALVE BOX. 2. BLIND TEES �J J ANGLE STOP 3. BLIND CROSSES �.., �- 7. SERVICE PIPING MUST BE A MIN 24" BELOW GRADE. Q 4. VERTICAL BENDS � � W TYPE "K" SOFT COPPER TUBING Mwia�n Na 9CA1E NO SCALE Af�O��" No SCALE V �IVEDI/0 LS/AR11E)IT AOUS'rM P. DILIEW �„ 3/4" do 1 " DWG. NO. 4F'1•OWAIAM 3126 11L"ALLaD"T IRRIGATION DOUBLE CHECK NAP EN rCJ IT111W��TYDIT AGUSTM P. DUENAS- %am ="� MA" IM WATER SERVICE "w'° °`°° VA-LVE ASSEMBLY 9-13-01 IM1191.w1110M9� I cN STRADDLE BLOCK °M� N0 �--J 5 2 O �a>, &W-401 5 1 Olrn of TIOM D FAR (..�,Nq-T,.) -- _- -- an OF MW a OF ncrA4D ..., A17\1NR oATc -- - A��WII OAR - - L� " �4^V'1 PART I GENERAL STEEL CATCH BASIN STORMFILTER SPECIFICATIONS Of I A SECTION INCLUDES W The CSF Leaf media shall have a bulk density ranging from 40 to 50 D. Backfill: Shall be 3/4--inch minus rock or as otherwise specified in the Z { Catch Basin StornlFilter !b ft3 and particle sizes ranging from 0.05 to 0.50 inches. Maximum level + / Po 9. 9 general technical specifications. zt` 1.2 RELATED SECTIONS of dust for filter media shall be defined as: media passing through a US � ^ Standard Sieve #4 Li,uii have no more than 10% (by mass of dry media) PART 3 EXECUTION V J ' pyo passing a US Standard Sieve #45. 3.1 STEEL CATCH BASIN ' 1.3 SUBMITTALS 3. Zeolite Media: Zeolite media shall be made of naturally occurring u clinoptilolite, which has a geological structure of potassium-calcium--sodium A. Catch basin floor shall be set level and plumb. BLOCK A. Sto-m*uic- :Jonag'tment to submit shop drawing to contractor for aluminosilicate. DATA BLOCK PP B. Con+.ractor shall prevent sediment and debris from entering the filter approval. y , / unit d •Tg construction. ONE--CARTRIDGE STEEL �� `f N The zeolite media shall have a bulk density rangingfrom 44 to 50 b tt.., � B. Stormwater Management to submit Operation and Maintenance Manual to particle sizes ranging from 0.125 to 0.25 inches, and a cation exchange F r `" wa 0 1 contractor if requested. capacity ranging from 1.0 to 2.2 me C. Contractor shall compact sub--bare to 95X o. maximum density or as CATCH BASIN STORMFILTER � eq pa y g g q/g' otherwise specified by engineer. Unsuitable material below sub-grade shall W w v be replaced as directed by engineer. STRUCTURE CALLOUT ID WU C9 PART 2 r•ROf)IJCTS 4. Iron--Infused Media: Iron-infused media shall be made from phenolic _._. � � v; resin mixed with iron particles and polymerized to form open cellular foam. WATER OUAU1_Y FLOW CFS _0,027 ,�5, �}' U UJ D. If necessary, the inlet chamber may be filled with clean water to assist 2.1 INTERNA! COMPONENTS The stock materials must be free of debris with the iron particles being CONVEYANCE FLOW (CFS) 0.27 ,� x in preventing flotation during construction until the structure is bocktilled - - -- w non-reactive and non- greased. RETURN PERIOD OF PEAK FLOW - 7.5 YEAR _ and the ce.4crete collar is poured. - A. All internal components including PVC piping, filter cartridge(s) and filter MEDIA TYPE WX MAVA t Alt M►t++ VIV a l media ass The iron-infused media shall hove a bulk density ranging from 20 to 30 M]1LAW 00NMT,4M W. TM I ( specified in the StormFolter data block) shall be provided by g g E. Contractor shall compact backfill to 95X of maximum density or as RIM ELEVATION AN NOT 10 E ODOM= 4N Stormwoter Management Inc., 2035 NE Columbia Blvd., Portland, OR 97211 Ib/ft3 and particles sizes ranging from 0.0 to 0.5 inches. otherwise specified by engineer. _ - Irw�or° o >>�esrrts P 9• (arelcic: tesa - s--aur - 1.3') I.E. DIAMETER ��ar Iw _ (800/5413-4667). lNLFf STUB - NA -6` I 5. Pleated Fabric Insert: Pleated fabric insert shall be constructed with a F. Catch basin outlet shall be connected to downstream (and upstream, if - - N Nm B. PVC Piping: All internal PVC piping and fittings shall meet ASTM D1785. minimum of 75 sq-ft of fabric placed between two aluminum end caps OUPLET STUB NA 6 o m o LL) Ld with neoprene gaskets. The overall dimensions of the insert shall be 16.0" applicable) piping using a flexible-type coupling, CIRCLE CONFIGURATION: C. Filter Cartridge: O.D. x 11.5" I.D. x 18.25" toll. The fabric shall meet the following G. Concrete perimeter slab shall be constructed 1 foot wide and 6 inches �> p specifications: 140 pleats measuring 2.12.5" x 18.25"; 10OX 3D PE/PET thick. Slab shall include two �I4 rebar hoops with minimum 6-inch overlap OUTLET OUTLET � J J Wm } 1. Cartridge bottom pan, inner ring, aid hood shall be -onst.ructed from bicomponent Cb±r; thickness of 19 mils; Mullen Burst of 96 psi; and p Coli _J _J d at closure. Allow 2-inch vertical spacing between hoops and minimum ,m I linoor low.-density ps,!yethylene. Cartridge screen shall consist of galvanized Coulter Porometer of 70 micron. 2-inch clearance from concrete surfaces I" x 1/2' welded wire fabric (16 gouge minimum) with a bonded PVC coating. Internal parts shall consist of PVC or ABS pipe and fittings. 2.2 ST':FL CATCH BASIN COMPONENTS 3.2 FILTER CARTRIDGE / N Siphon-priming float shall be constructed from linear low-density - - polyethylerre.. Outer filter fabric shall be 10 x 8.5 clear fiberglass mesh. A. Ste al Catch Basin: Cctch basin shall be all welded steel construction, Catch Basin StormFilter shall be provided complete with cortrid e s and l Inner filter fabric shall be. 10 x 8.5 clear fiberglass mesh over Enkomat P P 9 O INLET INLET g fabri�oted from 1/4•-inch steel, coated inside and out with asphaltic pain#, cartridg^ media installed. 5 � o � 7210 or woven polyethylene with a US Standard Sieve 20 0 4J F 1 PolYe' yl / penins size. All and rated for 20,0(X'1 Ib loading. miscellaneous screws, nuts, and fasteners shall be aluminum or stainless 3.3 CLEANUP o� 2 a at". OPTIONS (AVAILABLE AT EXTRA COST)• w 2 0 ar B. Catch Basin Grate: Grating shall be ductile iron construction and rated O 0 0 i for 20,OOtD Ib loading- A. The project site shall be clean and free of dirt and debris before runoff OUTLET STUB - OTHER THAN 8- DIAMETER a ' �� a W 2. An orifice plater shall be supplied with each cartridge to restrict flow g- is allowed tn enter the filter. Site work shall be in a complete condition as ® I a w a n rate to 15 qpm maximum. C. Catch Basin Solid Lid: Solid lid shall be dicmond-plate construction approved by the engineter. The project site includes any surface that Cr � 5 V1 with ? -inch angle support, all sides coated with asphaltic paint, and rated contributes storm drainage to the system. L9 INLET STUB j w 0 D. Filter Modia: Filter media shall be by Stormwater Management or for 20,000 lb loading. Y ir4 ' approved rilternote. Filter media shall consist of one or more of the B. The inlet/outlet chamber and filter chombe'•r(s) shall be free of [] OrHER: W fogewing, 0" specified in the Stor nFilter data block: 2.3 CONTRACTOR-PRCMDED COMPONENTS construction debris and sediment before the system is placed in operation. _ in (A C-) a An In It 1. Partite Media: Perfite media shall be made of natural siliceous volcan;c A. Concrete: Shall be 3000 psi, 28 day strength 3/4-inch round rock C. Contractor shall remove the 4-inch temporary construction plug(s) '-3 a nock free of an debris or foreign matter. The expanded riite shall have p placed within 9C minutes of initial mixing, or as y gPe 4-inch slum maximum 9 between the inlet chamber and filter chomber(s) to place the system in Z cv d N a a bulk density ranging from 6.`'i to 8.5 Ib ft3 and particle. sixes ranging c°►,,; h 9 g / Pa otherwise specified in the general technical s ecifications. �- O � I F� r_. from 0.06 to 0 50 inches- 9 P operation. in 2. CSF Leaf Me-Jia: CSF Leaf media ahnll be mode exclusive of fallen B Rebar: Shall meet ASTM A-615M Grade 420 60 ksi or as otherwise D. The 4--inch cleanout plug in the overflow weir wall shall remoi•T in lace a ,•T N h ( ) P g p STOwRNMIATER w _ 3: deciduous leaves with less t-hon 5X by dry weight of woody or green yard specified in the general technical specifications. for proper operation of the system. debris materfafs. Filter media shall be granular and shall contain less than M A N w Q E M E N T I N C. SHEET 0.57 foreign material such os glass or plastic contaminants. Media shall be C. Sub--Base: Shall be 6-in.:h minimum of 3/4--inch minus rock or as 12021'-8 N.E. AIRPORT WAY• I.ORTL.iNU, OR 97220 dry at the time of installation. otherwise specified in the general technical specifications. END OF SECTION (503) 240-3393 • FAx: ('103) 240-955.3 401 acl 1c Nwy 135,00 ` ti I'I.M2005-00056 )B NO. 6of7 1735-001 � � 0 173901 C401.DWG r a.,,. - : .r.....r., .,u.. :. ter.. ., K .. c+,r.".,>, ,.. .,.•r�. x. h ,.-y,,,,_.....v,_.•-n . „may.„....•..--..._..-_....,..�..,, _.. - .._..- M4NII,I�pAF ...M•1•,•,•.,•"+'� - �y'9G+x 1� ,u�uMYa ,. .. • , ,. _ - - - �.,„I,�.-. .. _ .ti.�'t1'�fM'»1Rr.1�.t�'b�fT�'`'>7�V6�'M _ - ',+I Ili! Ili! llti III!dill IIII!Illl llil IIII I,+1 Illi III! INt I! 11Hf III + • " ' Cfl1 I f I ( ( + I 1111! IIl1 lilt Iltlll t11111� 11 i ctrl 1111 III I!!I III1 1,11 IIII11+11 I Illltl! II!!111!!1111 frll llll I,II ',I'�'nill ill':I IIIIII111'ilVl !fc1111i1 II � r e LEOfi91LITY STRIP b i 2 3 { , I I I I I o, t F tB dw r " .,, '. ." lett -:'kx iE 6My�3lomm.1Cr+ 7 ICI i 1 lq I4 r 19 I 119 19 210 211 22 23 24 21x3 SIA 217 28 20 30 4 t ,,,�.'- :ra+rr.r,z•�;r�� �n.'„•�r�•s+o.r�ac+m•..•,r.;� �* , ,;,. ,+ ;'a ,�-„}:; ra -' ' - - - . A ey,,,..,1_ _, ,. ,. �r.�,.�•. .. '4.7� ''#'f%,�'llk7kt• ryµ.'l�,:MEA.,"..79:n;`.t'•'k.k. 13�SR; FF.,ri.:Li '.s. .Y^. :E� ';yi - 1'C,y,.i., _4'"�ti: ,:,. 7e^. .i 1.. >,w, J-'r?:;,ir dl .,,. ie, .. ,..y f5::... ;'y++,ail I -''•)+ ,n. :'} ,,p. .ash-. ,^ D r gra..�.dr-... ....a.•Y.:.�.',+b:.-vL�.�.�....-�..-..:i.-a_.,..-. ....1._.-_.r....be L,�..+.,r_._�...-..... .....s. .., -._ ..�.____ice.._..._ --_. -_ ...-,_�u.a,-.�_ - .�_�- �� _ _ _ - - _ _ .s . nn? w!s.z..e'nn�-u �4�"••tc.:'+ .. nm... r:w •;e,'.wr��..n R r, Y+ •R • •• •• •• • • • • •• • • I • • • ♦ •• N r, p " II • • • • • • • • • • O� • • • • • • • • • • •• ... ... • WISJTH Ov ST}:f ET � 1"R CURB JOINT 11- -2 5' MIN. -- SEE NOTE 5 ROW 0:0 •• ••• .. •• e ►nox. _____� 0.6667' r• :• .� •�r�+- ..• ..• •• • • — C� ww • . . 2" OF 3/4"-0" BASEROCK 1�- I NOM. ►�4 s c� r • COMPACTED SUBGRADE DRAINAGE BLO(;KOUT 6'-0" VARIES 6'-O" E' • U�v 3" I.D. PLASTIC TYP. 5'-0" MIN. TYP. �i4" E-4 iozf PIPE wrTN COIJPLINc: SIDEWALK ADJACENT TO CURB I BASE COURSE 1. 12 - CONCRETE CURB N °�avgz 0°O _ 1: 12Z x 04 o - 5' MIN. ------� ROW MAX N MAX CUR CUT �: V 7 Ur� B cu & RAMP � _ 6. o / o► � 1- CON^RETE SMALL EiE Cl)/#1►IERCIA!_ MIX, MIN. COMPRESSIVE ..�- 7r I TRAFFIC PROVIDE TEXTUREDSURFACE -�-- ter■► o..• STRENGTH OF' r F ROAD cO FLOW - - ----- TO RAMP USING POLYETHYLENE i 3000 PSI AT OI DAY'S. TEMPLATE FROM TENAX SENTRY- o EXPANSION JOINTS. ���• • 1f• SECURA SAFETY FENCE. SEE C.O.T.z k TO BE PROVIDED: 1) AT EACH POINT OF TANGENCY OF THE W TRAFFIC STANDARD ADA RAMP DETAIL CURB. 2" OF 3/4--0" BASEROCK a FLOW 2) AT EACH COLD JOINT. COMPACTED SUBGRADE > EDGE OF WALK 3) AT EACH SIDE OF INLET STRUCTURES. 4) AT EACH END OF DRIVEWAYS. SIDEWALK AWAY FROM CURB L.L.] B. MATERIAL TO BE PRE—MOLDED, ASPHALT NOTES: PLAN VIEW IMPREGNATED, NON-EXTRUDING. WITH A THICKNESS OF 1/2 1. CONCRETE SHALL BE 3000 P.S.I. AFTER. 28 DAYS, 6 SACK MIX, SLUMP RANGE' INCH. OF 1-1/2- TO Y. 1/4" EXPOSURE 1 CONTRACTION JOINTS. s1� A. SPACING TO BE NOT MORE:. THAN 15 FEET, 6'-0" TYP. , B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 2. PANELS TO BE 5 FEET LONG. }�-- -- 7 2. BASE ROCK: 3/4"-0", COMPACTED TO 95% OF AASHTO 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, T-180. BASE UTILITY VAULTS. WHEELCHAIR RAMPS. & AT SPACING NOT TO EXCEED 45 FEET. ^ I , Rr1IVlr TEXTURE DETAIL ROCK SHALL 8E TO SUBGRADE OF STREET SIRUCTURF_ OR 4" 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE - IN DEPTH, CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. ' YVHICfIEVER �S GREATER. ( - 4" THICK CONCRETE RAMP Z 3. DRAINAGE BLOCKOUT - 3' DIA. PLASTIC PIPE. 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE I � '� A. I.D. PLASTIC PIPE WITH COUPLING. CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. I SECTION B. DRAINAGE ACCESS THROUGH EXISTING CURBS OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. - � w SHALL BE 00-1 .) CORE DRILLED OR CURB SAW CUT VERTICALLY 18" 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER ^� RAMP ���� O EACH PLASTIC PIPE AT 2X SLOPE. CONTRACTION JOINT TO BE PLACED OVER PIPE. HANDICAP RAMP SIDE OF DRAIN AND REPOURED TO FULL DEPTH � w Q OF CURB. v SCALL: N.T.S. Q � AP►OD�D� NO SCALE �/ "WSTIN P. DMNAS Q uj F►« 25 LIL OEPARTIENT on�m� CONCRETE OWG. NO. +am sa rwrl ago. — CURB NON—MOUNTABLE Q� „�=� MARCH „� SIDEWALK 1 20 CITY OF stcAtlD ,,,.,qM 91ANI--- aA�ou �o DISABLED PERSON SYMBOL SIGN WITH "VAN-ACCESSIBLE" RIDER (NfilrN 'J"'ROPRIATE) (OR-20-68) Of 4" PAINTED STRIPES, TYP. (SEE SPECIFICATIONS) 0 z 4 N 40 a a a 7'--4" HIGH CHAINLINK / 3 0 col GATE WITH REDWOOD w 0 SLATS 7'-4" HIGH CHAINLINK Z ~' �� 'S� GATE WITH REDWOOD w � �� � �n SLATS z a 0 W owl, / CONCRTE CURB w a w o 0 CHAMFER EDGES -- TYP. `i� Q w �� a x _ w 37"• TYP. 11E'!ORAOM AM 09 PA0P61tr OF • • lsRAIS(p!lITAAII!�, AIO M 1� AM NF W K�NM t"A1f1' OF WD b NOW Owl Im 1w WMvrm W/ REDWOOD �larlc GATE S> j �n cn m N ��. Wm W w W W 18" 80" 80" - -- 18" 6'-0" CONCRETE WALL PANEL W/ `4 o 12' o.c. E.W. IN - a WALL (2 5 CONT. AT ALL v -gym N CARDBOARD TRASH 0 I PANEL EDGES w 2 J o 4" Ct)NCRETE SLAB W/ 6 X 3 WI.4 X WI.4 W.W.F. 00 CONNEC ll R z - ASPHALT PAVW o z 44" --�! 7'-4" HIGH CMU W z I F _ W o n_ p U U Ln uj IL — _ 20.0' - — -..• laI I CMU WAIL 6" w z (SEE ARCHITECTURAL PLANS) 8" - O N } S DOUBLE DISABLED H h W to V1 U R' P `N PA�ilC•�VG SPACES 2 — _ r4N� V, Itw TRASH ENCLOSURE PLAN VIEW 3 TRASH ENCLOSURE ELEVATION SCj LE: NA.S. SCALE: N.T.S. z C4 ao N � C�' SCALE: N.T.S.NTS `+� � o cv ! o S Wr- �` _ 0 SHEET C402IN11acilic II,�•y Ic511u N 111.12005-00056 �,f roe NO. 1739--001 N - - � 0 1 17 ,, x . r .4•M , ; -'+' 39(3 ..402.DWG . . :qv►.a!iMa.,'•,IMltt,awn+wN.r• �. �;. �4 ° - fy . .. ..�,.;—..".. .,.x,. _ _-.,. I f ptit: a:' - :..r;i. +�'+ ''-+w,4' 4.' ..a•rw.�•riMOY•7i•sts•'!Ar _ .. ' A ..-..._.., ' - •.•..,._... _... - •x:h�;„r.»ax.». 4s.�wtiis►vrm...k�.'vyr�+,+awes:,2w:, �taW.w,::-,:.;a:'w.�... ,'y.: 54:'� :. ,: '•if.! h,!illl III ILII I I II i �.,�e�Y..:��J4;a',�-aka',:.,.,..: : ._ ELrt11P GR? ! �I ( + 111� ulll f�li.11lul�nuluulllul,nItn! 1lII�!lll�nll�! I}�luI+III I I! I!� Iliilllr�l Ilin�il�; ilu�ll^�uu�lulltullllu�llu�lll Ilnylln'llll�!!If !111`nlllnn�nlllllll+uilllln'llnl S, b Y! I 1 I I ! Y,. ti,. : , p.. 1Q.m"i cin t 2 3 f 10 t I i>it 1 14 119 17 IA I>a 0 2t 22 23 SZ+� gd �� 27 98 29 310 A ,y 1 T r ,4 9 ; , '.i. .. �Y 4 ' , .1`u. Yr 5 -A 7 -... S , gyp• ^ ' A ^ .. -