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Home My WebLink About1.2-6853 Ph 1, 2 & 5 Record Drawing- oac..)0 w0cn W LL LL LL _ F_ 0 a z w o co w_ a - t... wwm"-' cozLLw 7 - LLJ_j ,-0o Z cn m w m w w d F a U�zMwO0 zw>Fm¢ o 1 w x< z w O w m= z r- WLL co zaidiw-0Q�C9Y W Z rncn Zm W1-WJWww§< coSD = cn v �� i' c zF-o~cnoOLLo~ Q uj ON Luwwa000S2ci) o d0mt<rw5 PF -s = -Uo cfl <&o _[L 0z? -w 0 Drs v,d m '«- u3wwW QW ' mzo w cz—^,��Ovai��0a cYa C6iao0E-mzzo Q a)i° w w�> o U Z 2 w w Z m N ENG)NEER S STATEMENT: ��=ozw_oow W �o oo~a`swoz~m �V Z coM ww od z cro w 0= o~ O w z THESE PLANS Aft SPECIF(CATI005 WERE PREPARED BY ME OR UNDER vi(o a a LL Co Z o a Z oco MY DIREc-noN END TO THE REST OF MY KNOWLEDGE AND 13ELIEF Z 0 w w w > o z d W W o gazamw>o<x COMPLY M 114 CITY OF GAKERSFIELD ORDINANCES, STANDARDS AND � w R z m o o m o o DESIGN CRITERIA AND INCW6E All. IMPR V 4ENT REQUIREMENTS OF � Z Z Lu m a Z z Z THE ADVISORY AGEX"Y 0R O'1"NER REVIEv fC?AR.D. ANY ER Q(�S, 0. a W > < 0 w o � o 0 o.wcndd wcn—O OMtSS10NS QR OTHER VIOLAIVNS OF THOSE 'ORDINANCES, AHDARDS `� w m = z a W w uj Z-oWoLL��=� CL OR DESIGN CRI`MR(A ENCOUNTERED DURING CONSTRUCTION SHALL DE o LL - CORRECT1k0 AND ALL SUCH CORWCT70S SHALL. ®E REFLECM ON 0 � � � w w � z o d 0 > REVISED CR AS- BM r pLANs To BP SUBMITTED TO - ME CITY ENGtIYF�R. � � _ � N W � � � W o!a0wwL>"=wOm wdaOw��m:Fo L+ ? 0MCoF-t9m0mWw M W O w z LLJ z z0 d m 2 w W U O w Z ui z AKLALIFRSFDC NIA ' 0ATE li � RCS 334�8 w RECORD DRAWINGPRkSrs -I- Amt b UNDERGROUND SERVICE ALERT MA R p• SHAW D�'+TE a OF SOUTHERN CALIFORNIA ROE 32.11$ W U REVIEWED.- o z �� $EFtIRE w W 'S 4P ruj C '= FRED W. PORTED, RCE 33448 EXP. DATE +� n W < Q REV1510N5 APPKOV� ('3i U- o f ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE S A � o CORD DRAWING co APPROVED BY: �� P�.1A5£ z o��Y F�gD w paRTE R DATE ; ��bND SERVti�� N ,F IKcE 33448 w 2 > C>, w V DIAL TOLL FREE 1-800-221-2600 '- Z � d � j AT LEAST TWO DAYS BEFORE YOU DIG y tv 3 PUBLIC WOR S DIRECTOR, CITY OF BAKERSFIELD DATE EKY= FRED W. PORTERV RCE 33448 EXP. DATE RAUL M. ROJAS R.C.E. 39880 MAft IA �l f' S Aucl PA re �93b - IZcE 32178 BENCHMARK USED: b- TOP OF CONCRETE MONUMENT AT NORTHEAST CORNER OF TRACT N I� < 5869 UNIT 3, MAP BK. 45, PG. 108 STREET NAME LEGEND w w CITY LIMITS a Q ' - INTERSECTION OF EAST LINE OF TRACT BOUNDARY AND BRIMHALL 0 JONAGOLD COURT � _ ROAD) a_ COUNTY OF KERN r�2 WINESAP COURTo Li- z cy) — �e GOLDEN DELICIOUS COURT 04 Z 3 4 s G -T S g �o ss %2 13 I 1S ISP `� s 8 i }-, ELEVATION = 373.47 (CITY OF BAKERSFIELD DATUM) � w< U) 4 COURTLAND AVENUE � 1-5 4-3- +2 1,9 � � 14- � }6 -i-74-8- CB 8 58 57 56 55 54 53 ag I _ OR SS#6 SD#9 c6#1 RIB TO ss#3 AVENUE O PINK LADY WAY li. 7 S 5 — — 8 s j MATERIALS LIST SHEET No. PNDEX 0 D — s D C Cco 3 s-- s—s I ss#i SD#8 CB 2 CO#4 SS#4 SS 2 i^ # # I = ESTIMATED QUANTITIES, NOT 47 48 49 50 51 52 H �3 � � -2fr 2� � �- 8 -7- Fr -5- 4- -3- �- TO BE USED FOR BIDDING PURPOSES O TI TLE SHEET 3 G 35 3 �- 33 3z t 3a 5 2q ZB 2'1 24 2s 24 23 Z2 Zt 20 ow�reSE =1•U) SEWER ® DETAILS—GENERAL NOTES — — � 46 45 44 43 42 41 40 39 4 43 44 45 doe 4? 8" SEWER MAIN -7,37b� M TELSTAR AVENUE ss#,3 38 37 36 �8 �9 8 -9 5- -4 �- -2- 4-- M W 8;fi3�' L.F. � w ss#12 CB#5 4v � i 6" SEWER MAIN 112633s� L.F. , AEN E 10 SS#7 0 Z -.rte LF I _ I RI ER 37 38 3CB 3 4 SEWER LINE (LATERALS) 7,1 0 L. F. ® JONAGOLD COURT �' s D s _ s D s0#7 sss#s STANDARD MANHOLES 29 EA. I I Sp#5 sD#s CB#4 SS# 1 SS#1 I PHASE 2 ♦ �• DROP MANHOLES 1 q ® WINESAP COURT I 4q # I �J J 1Fj2 5'S 8 9 30 �. ' STANDARD CLEANOUTS 9.}} Eq, 25 26 27 28 29 30 31 32 33 34 35 3 I �' I PHASE ,5 05 GOLDEN DELICIOUS COURT ( 1 6 w 7 10 29 ADJUST M.H.'S &C.O.'S TO FINISH GRADE 39.4{- EA. HA E 1 PH SE 2 w >- TEMP. SUMP i O COURTLAND AVENUE 24 47 46 45 HA E �J CO#5 06 p I 48 44 43 42 41 40P3)9 38 37 36 En 6 28 1 STORM DRAIN 0 SD#15 cB 14 12 11 ; 0# OL RO 13 EN E I o LL " ©SU N CRI SP LANE 1 c j 23 Ss 49 S D 0 _SD#16 SSS 16 S ss 15 SS 14 S 5 LZ SS#18 S 12 27 I O 36" R.C.P. STORM DRAIN 65 L.F. of 30 R.C.P. STORM DRAIN 335 L.F. 07 RIBSTON AVENUE 0 ;Ss#29 — s LSTAR SS# 8 . sS#27 AVENUES N 22 50 Cg#13 N_ 4 I =' 26 1 w_ ' 24" R.C.P. STORM DRAIN 1630 L.F.j 21 13 " gR 8 R I B S TO N AVENUE z B 6 D D 3 S S SS#26 51 24 25 26 27 28 29 30 31 32 33 34 35 U 25 i I > 18 R.C.P. STORM DRAIN 2770 L.F. CH BASINS0 s s p D cB 9 3 14 0 STORM TYPE DRAIN MANHOLES I 7 }� Eq. � PINK LADY WAY i 1 4 5 12 5 SD#4 0 52 5 4 � 24 1 I o 1 4 2 4 3 12 13 18 17 16 15 14 13 12 2 15 I ~ ADJUST MANHOLES TO FINISH GRADE 74-6- EA. WOLF R (VER AVENUE Q 5 19 53 23 22 21 20 19 CB#11 w ui OUTLET STRUCTURE 2 O ; 2 _ 3 6 11 6 11 14 S 25 — SD#13 SD 14 CB#10 16 23 w PIPE SADDLE 1 EA. 0 10 WOLF RIVER AVENUE �1 co#11 c c0#10 C CO#9 c SD SD 10 D p p 11 4 7 10 7 10 — S CO 8 C C 7 SSS 2 D S C S S 22 I 11 BELMAC AVENUE vl c0#6 i 3 CB#7 CB#8 15 SS#24 SD#11D 12 B LM C AV NU C #12 SS#21 S#20 `sS#19 I M D 2 3 8 9 8 g 16 17 18 Lor "A" 21 ' 12 MciNTOSH WAY SUMP 1 2 3 4 5 6 7 8 9 10 11 i7 18 19 20 i I N ?F` Z �? j GREENACRES s8L 12 CRISPIN STREET __.-. _ _ ._ CITY OF BAKERSFIFLD BNSF RAILROAD a ' rw4 „� o - vµ. 13 BOLERO AVENUE a w MAX � o p o�� , it uj LANGLEY s� GREENACRES DR. > — Co GREENAC ES w — — — — LEGEND — — — — LEGEND — — — — — V,�a w �- w OLEO W PROJECT r-�ae� tnaa! r � � j o = o - TMH– TOP OF MANHOLE ELEVATION SHEET INDEX NUMBER w w w w w �� fid` o v� o � ' HOLLAND ST. SITE INV.– PIPE INVERT ELEVATION a�Q a�'I Ld a �N w i n �� > °� (E,S,N,W)– (EAST, SOUTH, NORTH, WEST) Qs SS#12 SEWER MANHOLE W/NUMBER 24 I I a a. a N CITY LIMITS i z i o o ti W a P.V.C.– POLYVINYL CHLORIDE Q #12 SEWER CLEANOUT W/NUMBER I I I I = a- a- I I >v�c� tYcLv ENGER ST. = APPROXIMATE LENGTHS CONTRACTOR SHALL VERIFY ~ V) � OL Q. 4 j f © SD#12 STORM DRAIN MANHOLE W/NUMBER Q �I w k., ALL LENGTHS PRIOR TO BIDDING THIS PROJECT i 1 0 3 GLENN T. R.C.P.– REINFORCED CONCRETE PIPE M, CB#12 CATCH BASIN W/NUMBER 3 I I o 1. 2 I o DATE 5128/2013 -N- R.G.J.— RUBBER GASKET JOINT PROPOSED SEWER MAIN OR STORM DRAIN I I w N PA JOB CB— CATCH—BASIN O No. 20788 LANGLEY ------ EXISTING SEWER MAIN OR STORM DRAIN j! W SHEET EE kAl F E; )F PA I F /k F( III TRACT 6853 000" PHASE 1 6 5 0 VICINITY MAP -N- KEY MAP m j NO SCALE00 SCALE: 1'=200' o t� OF 13 SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE No. 4472, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED MAY 2006. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO ISSUANCE OF A PERMIT. 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT-OF-WAY, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT 48 HOURS NOTICE. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. . 15. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. COB SEWER SPECIFICATIONS 1. ALL MATERIALS INSTALLATION SHALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER. 2. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. 3. PVC PIPE INSTALLATION: A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D3034 AND SDR -35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE ;AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I OR II EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ON TOP OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON SEWER LATERALS EXTENDING FROM SEWER MAIN TO RIGHT-OF-WAY LINE. 5. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE PER C.O.B. STD. SW -1, UNLESS OTHERWISE NOTED ON PLANS. 6. WYE -FITTINGS SHALL BE INJECTION MOLDED IN-LINE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23' AND A MAXIMUM OF 45' ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS ONLY SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG (SOLVENT WELDED). 7. ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS. 8. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWINGS SW -4 AND SW -5 AND SECTION 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. 9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW -6. 10. SYSTEM TESTING: INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST AND INSPECTION. COB SEWER SPECIFICATIONS (CON'n 11. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360% IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTIONS SHALL BE WITNESSED BY CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. COB STORM DRAIN NOTES UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A. REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) B. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 65-1.06 OF THE STANDARD SPECIFICATIONS. C.CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) D.IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. COB TRENCHING NOTES 1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE. 2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT-OF-WAY SHALL BE BACKFILLED AND COMPACTED PER CITY OF BAKERSFIELD STANDARD DETAIL ST -22. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -6. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 5. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1%. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. RECORD DRAWING PWAscs. g, rtxrb (6,95 CST' rKr-u w. PORTER, RCE 33448 EXP. RECORD DRAWING PNQsE. Z ONLY DATE Z -/45 DATE NOTE TO CONTRACTOR ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. CITY STANDARD PLATES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CITY STD. No. DESCRIPTION CITY STD. No. DESCRIPTION ® SW -1 SEWER LATERAL MARKER ❑ D-6 LANDSCAPED CONSTRUCTED CHANNELS ❑ SW -2 TRENCH SECTION FOR CONCRETE ENCASED PIPE ❑ D-7 RIGHT OF WAY FOR CONSTRUCTED CHANNELS ❑ SW -3 PAVEMENT PATCHES ❑ D-8 0 RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS ® SW -4 MANHOLE, TYPE "A" WITH DROP CONNECTION ® D-9 PIPE SADDLE DETAIL ® SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ❑ D-10 U SIDEWALK UNDERDRAIN ® SW -6 6" CLEAN OUT ® D-11 DRAINAGE BASIN ® SW -7 HOUSE CONNECTION WITH VCP SADDLE ® D-12 w CHAIN LINK FENCES ❑ SW -8 INDUSTRIAL SAND TRAP ® D-13 CHAIN LINK GATES ❑ SW -10 SAND TRAP ® D-14 CATCH BASIN, TYPE "A" ❑ SW -11 HOUSE CONNECTION WITH CAST IRON SADDLE ❑ D-15 CATCH BASIN, TYPE "A-1" ❑ SW -12 SEWER LIFT STATION VALVE BOX ® D-16 GUTTER DEPRESSIONS ❑ D-1 INTENSITY VS. DURATION CURVES ❑ D-17 JUNCTION BOX ❑ D-2 RATIONAL METHOD RUNOFF COEFFICIENTS ❑ D-18 w MANHOLE, TYPE "B" ❑ D-3 CHANNEL PROTECTION ❑ D-19 DRAINAGE WELL, TYPE "B" ❑ D-4 CHANNEL PROTECTION ® ST -22 TRENCH BACKFILL & COMPACTION ❑ D-5 RIGHT OF WAY FOR NATURAL CHANNELS ❑ ST -6 STANDARD PAVEMENT PATCHES BELMAC NUE U H22 ca worn z�CLW w0WF o w=4zEzww=o crUn�wZuOi>im-`°Q mw�;�gz�wa wSOw=W�Uaa zE-U��OiWyaF- ZE-Owl �a� oW�cnv� W 9Za�_¢!=� �Fo aozW 'w W02 cs UQZU zz�aazzo�z 253::209 OCL owQw��wF- cno ozW�oom wu-_ Z � Z' O Q w w > ZZ O o o0Ln�oz z�O�pWa+-oo ul ZQ W W W LL•ul8ZQ U 2 p W Z W Q p O F- Z ¢ U W tiZ WW �WZOWiz G> a�CW»Q¢Uwm O C"�DXZ<O W ocn 9-6"'8oM-, <2, NQU> czj9FEQ000 wU=zSO�v§zQo=>oJz _gQO>wQwWOm~wOzwa)D>CD (f) m W O U z Z Z Q m w W ui z (j) FF=-0a+=-O0a¢2 CONSTRUCT 6' CHAIN-LINK FENCE U S CONSTRUCT 14' WIDE DBL GATE PER w/REDWOOD SLATS PER C.O.B. STD. DWG. D-12 C.O.B. STD. DWG. D-13 N CONSTRUCT OUTLET STRUCTURE PER C.O.B. 12' STD. DWG. D-11 2:1 BOTTOM OF SUMP = 365.50 TY? SUMP HIGH WATER = 373.50 CAPACITY REQUIRED = 3.75 AC -FT CAPACITY PROVIDED = 3.90 AC -FT 7 N � N l. tM W Ld (n I(n SOUNDWALL BY SEPARATE PLAN Q Q aim DRAINAGE BASIN DETAIL SCALE 1 =30 2:1 TYP 12' r2 00 N 0 (5 z U) Lu C) 0 CIS U) Q 06 Lu F- 0 CL 0 o M z rnLu L0 w E > o � n N �y c M �= U y co a� `Q) 0 z cu m N co W aa) Cl) Lu _-� ZN _ -g M N CD Z o t° W o N T VIA U) 6i O W 0 N W U w �= w W U a m � W W � W � w W a Ix n LL o VIA U) z O W DATE 5/28/2013 PA JOB No. 20788 SHEET 11 2 OF 13 SHEETS RECORD DRAWING PHA5E-5 -1 AtJb f 5 RCE 33448 EXP. PORTER, P'7 -CORD DRAWING I� P,Sf_ 2- Z" tsyl FR' 0 W. PORTER, RCE 33448 EXP. DATE DATE 10+00.00 to c I i 1 >_ uj 0 _j 0 w < w 0 U - ,CONSTRUCTION NOTES G INSTALL SEWER MANHOLE Q INSTALL SEWER CLEANOUT ALL INSTALL SEWER ALL SEWER LATERALS ARE TO INSTALL STORM DRAIN FLOWLINE AND A 2.25' MIN. - INSTALL STORM DRAIN MANHOLE ALL INSTALL TYPE "A" CATCH -BASIN WITHIN PHASE. RIGHT-OF-WAY Ld Ld -- EX S.-- EXISTING SEWER --EX SD--- EXISTING STORM DRAIN - -zZl- — —''L - EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. ALL MANHOLES SHALL BE RAISED TO GRADE WITH CONSTRUCTION OF IMPROVEMENTS WITHIN PHASE. 0 r Ld Ld ce Li (n COUNTY OF KERN TRACT BDRY/CITY OF BAKERSFIELD BOUNDARY r- 0 04 F_ uJ V) _J Z 0 0 X: Z 0 tri cr uj 3.1 + uj r- (n (N 0 cf) 12' TOP=376.2± INSTALL TEMPORARY U21 CHRISTY BOX WITH U21 -NT GRATE 0 376.2±, SANDBAG INLET AND GRADE SURROUNDING AREAS TO DRAIN INTO CHRISTY BOX \18" INV S= 18" INV S -E -W 368.08 367.86 LCONSTRUCT 23± L.F. 18" CL -3 ,"72 RCP w /RGJ STORM DRAIN @ 0 87% rA-""\ STORM DRAIN SECTION F_ (D N.T.S. 0 Nk � LLj V) _j z 0 O= Z L'J +w 0 V) 04 II - 00 11+90.00 0 C14 14+70. - _04 fi 12 LO 12 TYP. 0 - 17+50.00. 20+69.47 14 04 15 --- 04 _ZIZ 20 18 _4 c" 2/z- PIPE SADDLE (0--1 _b PER D-9 — — II II- — — — I-01 4= C) 21 INSTALL 280± L.F. a IY 04 C-) r4k 6D I it 1 20: , ��O' i Ln OR V12 120, 0 Z) 1 20' w J 11 5Ln H1 41 w I 0 V) LLI Z Z 0 < C-) z W -I— 0 r Ld Ld 0 0 00 w tri 3: (D 0 0Q V X_ z ce Li (n COUNTY OF KERN TRACT BDRY/CITY OF BAKERSFIELD BOUNDARY r- 0 04 F_ uJ V) _J Z 0 0 X: Z 0 tri cr uj 3.1 + uj r- (n (N 0 cf) 12' TOP=376.2± INSTALL TEMPORARY U21 CHRISTY BOX WITH U21 -NT GRATE 0 376.2±, SANDBAG INLET AND GRADE SURROUNDING AREAS TO DRAIN INTO CHRISTY BOX \18" INV S= 18" INV S -E -W 368.08 367.86 LCONSTRUCT 23± L.F. 18" CL -3 ,"72 RCP w /RGJ STORM DRAIN @ 0 87% rA-""\ STORM DRAIN SECTION F_ (D N.T.S. 0 Nk � LLj V) _j z 0 O= Z L'J +w 0 V) 04 II - 00 11+90.00 0 C14 14+70. - _04 fi 12 LO 12 TYP. 0 - 17+50.00. 20+69.47 14 04 15 --- 04 _ZIZ 20 18 _4 c" 2/z- PIPE SADDLE (0--1 _b PER D-9 — — II II- — — — I-01 4= C) 21 INSTALL 280± L.F. a LIJ _I _L_ Z 0 V) IY LLJ 6011 6,011 LdO 6D I it 1 20: , ��O' i Ln OR V12 120, 0 0 1 20' 5 -II Q Q 2 5L FF 12 13 11 5Ln H1 41 w I _j Ld LLI n F- n ia- .er F- LLi 0 LO 5 Z 0 F- V) w LLJ (A W WCITY OF BAKERSFIELD 1.— 0 ui z W -I— LIJ _I _L_ Z 0 V) IY LLJ z LdO 0 Z 0 > . . Z w LL < 0� _Q U') CN —i r— Lli Ld W Llj D W Z Z 4k > . . Z w LL < 0� _Q F_ _j Ld LLI 0 V) z Z 0 LLJ _3 V) z ui V) Li 0 r Ld Ld 00 0 00 _3 (t) z < _Lli cl j V) 0 0Q X_ z 0 tri < Q 00 vi 0 N to TELSTAR AVENUE INSTALL 280± L.F. INSTALL 329± L.F. LL paVp U., z W u)muj wwwm<F=w CL -uJ!z<0z�-=ffi'0 U-1 re co It vz) 'gn j w �OzJcntn -, ii) 1 2 z wT8wl6ww§ coo w <w cl) < wt2RPO�ffl a. L- T, Tul I z zzOaa0 mo 0 wx < M MzWW22EM E�:Zagwjwwg Ono <ffi2'<w2'mw7<L6 0 woz �;'08ffi2to` .T86'�aza='Q z2z<w0z 0 ;5 Zcn Z w Z) zw w m w- w >- 0z '< oz 0 Uw, L2u :,u Z < 0I— "of llf u - z H.00w>'Ow 2 <w >1 C=l) �9 9 > ccl!�c Fn Fl) 0 =) Z mwooz-JKO < ff _J ui w 0 ui w 0 owz U)�_ T:cTwm:Hwz �_ �_ 0 CL F_ 0 0 ir < HORIZONTAL: 1"=50' VERTICAL: 1"=4' ................................... . . . . . . . . .................................................................................. .......... .4PPi?0,r14?A*1T,0fS10N GRADE. NE:5T0RYbRA1NAN,0Sf-XtR APPROXIMATE DESIGN GRADE - /A; p, '4 A- ....... ........................... ........................... ........ ............................ ...... ................................. STORY 'PRAIN AND SC#ff 378 ......... .... 378 --- ------ --- --------- 1> ---- --------- -------------------------------- ---------- ------ ---- ------------------------------------------------------ - ............................... . ............ ..................................... ........................................... . .................................................. ....... ti Q� 374 .. .......................... ... ........................ ........................ (T ...... . .................................................. 374 .. ....... ... INV �-W= lb 8" .0 •'q 7 8 INV .E -W=. ............................... ................. ..................... ........................ .. ... ...... 137.0 ..................................... . ........ 8"' .35 N= 69.tt- - 370:........:...:...: .......... ............ .................................................................................... .... .................. ....3..370 ........................ . ................. ................. . ............................................. ........................ ................................... 18" INV W -E= 18 INV S -E -W= 366 ....... ........ .................... ...... �36�-44 ........................... ........ ....................... .......... ........................................ ....... 366 18 - INV S* ----:W= 21" INV -E= 21"" INV 367.IE�5 366.++.40 36 INV S= 0.1 ......... ..... .. .. 366.44 0±. L.F. 18 T 366.++.40 . ............... INSTALL 28 ....... .......... KSTALL'�;261 'L* r. ................................ INSTALL -95± L.F. .18 .. ..... ... . WsTACL'237:�'L.r. 18 ............ 24". INV *N= CL -3 RCP -w/RGJ- ..40 CL -3 -RCP w/RGJ STORM- DRAIN @ 0.++% CL -3 RCP- w/RGJ STORM DRAIN @ 0.247. CL -3 RCP w/RGJ STORM DRAIN @-0.++-7. STORM -DRAIN.@ 1.54% 362 ................................... WITH- PHA -SE -1 ......... WITH *PHASE 1 ........ WITH PHASE 1 21.1 WITH PHASE 1 ................................. ..................... . ...................................................................... 362 - , X�\N �3 ';�� 9 f7l'8" INV7W- 1 1- F8" - INV ................................................... ....... .............. 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 PROFILE T -2 �2 00 cli 1-1 Ln 0 0 Z 0 CL 0 w LL u- w W K (-n Z w 0 w 0- > . . Z w LL < 0� _Q > w a< - 0 Z 0 ui DATE 5/28/2013 PA JOB No. 2078B SHEET OF 13 SHEETS RECORD DRAIN TAAASNE z 091N BY: FR—ab-W. PORTER, RDE 33448 EXP. RECORD DRAWING PH ASC -5 AND 5 DATE,^'f PORTER, C CONSTRUCT ALL SEWER WITH PHASE 1 1-•U O N O O 4h SEWER CLEANOUT ALL W U) O NO INSTALL O Z O = Z STORM DRAIN MANHOLE W INSTALL TYPE "A" CATCH—BASIN U 00 � O ---EX S — — cc 00 W Lo Uj 1 � n 2 { 1 +E EXISTING DATE 20' 1 20' 10': o O i + TYP.� o i 2 o + i o Cfl 9�9p j 3' o N 1 it ± i of ��` 10+00.00 o -0)11+30.00 Lo c1l zo II II' 5 x`b`' 11 00 rn 11 3 + o s I + 1 0 20' 1-W Nun li 12' V) � Y 4 a o_ 3 4 a -in it i M H W Z W > 1— Q W U) PHASES 1 & 6 5 ONAGOLD COURT CONSTRUCTION NOTES O INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT ALL INSTALL SEWER ALL INSTALL STORM DRAIN ® INSTALL STORM DRAIN MANHOLE OF COVER AT THE PROPERTY LINE. INSTALL TYPE "A" CATCH—BASIN — — RIGHT—OF—WAY Z ---EX S — — EXISTING SEWER ---EX SD--- EXISTING STORM DRAIN —6�L — --'� — EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION HORIZONTAL: 1"=50' VERTICAL: 1"=4' INSTALL 175± L.F. 6" PVC SEWER ® 0.50% WITH PHASE 1 ~ U N O qk F -W Z Z Z O O Z O IQ U O � 0 U O O 6W 00 Lo ?., +W+W 0)U) �V) . . : : : . . . . . 382:...: .......................................:...:382 .�� APPROXIMATE -DESIGN GRADE h Tco9 ABQI4E SEWER MAIN ---------.----------=---- ------ --- •{ 378.. ...............................s:-_-.:............ 374 ............................................:...:374 : 6"; . . . . . . . . . iL. iii 370 ...........................b , ... ..... . . ........370 ...................................�� ......._.... 366...................................�9/;� .:........366 10+00 11+00 12+00 PROFILE Ir ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. — 7' MAX. OF COVER AT THE PROPERTY LINE. ALL MANHOLES SHALL BE RAISED TO GRADE WITH CONSTRUCTION OF IMPROVEMENTS WITHIN PHASE. Lu Z I • 7 990. I U O U co D 0 O 4k uj N LL W U I- W K� Z O Lu Z O w w w IL OU a o a O W vyi W 3 _> U d O� U V O Z O U 02 O 000 W ui �1 5 +LU 6 5 ±n II i 1A 0 20' 10' 0 0 it- o 00 + REMOVE CHRISTY BOX o li CONSTRUCTED WITH I PHASE 1 io II iw U) N 1 oQj �Dc 10+00.00 ON 11+30.00 l) i 5' x$� 00 r II 12' 00 + o b' 9 �, o II 6 4' TYP. + 1 0 0' 10' rn { w w II cn V) II i t Q z 10 11 12 0 a- n ii 11 dU _WLL U- I - a W a'w0 M0OJ V ZOcnw W ZLL►- Z vWimwWo 'o �. o�F�ia w=zz�zww.0g Ix '10 zf�>mwa s^ O F—O��OZ�coC6 V M W z W i z J _ Z m 10 wm0W¢Wc�U's�¢i 0- C c�hhx��LL�x Q LL! or Z h U~ N p O LL p h N �W�Zo ZF-OW� W �M ZZ�'��3oz}w ® N ¢Woo_ 8¢mw 06 u,4 z �oo° 0000d U)Z @� ww}jOV�=m. m 0 LL' U) NM amsozw�oom W mo ooFa�` oz~-' p� W U)ccl } wgco Wu,op¢ PPZ�� r, Z'�0LUp=U~�R V N CO ¢ W F. -¢Whin Zpa Z p(D zaowWwpWozQ W o O W O Z F U O z Z O W N !;iT8WFzw¢zw hZw ¢Ucn cn ry U z p w w W O W 2 cai�w=¢t¢-Uvz�o O Z�Ow8LLOa FCL ¢¢ J W W p 0 U` cnWx�Z¢¢Op � zpxUcnwx aw QQO��j�On� F- < OWWSWOm L W ¢p�Z>�jmQD w cn w - w mwoo z,zz QM2�W U§d>ca = m Lnm S o W Z p z C14 UO ZOJ FEW U) 0 0 v= tow = HORIZONTAL: 1"=50' z Oo Q > VERTICAL: 1"=4' Lo oo m I— Q W +� +� —� U PHASE 05 zMWINESAP COURT Q Q L') ui CCo NSTRv C -TED W I T H P"515 _-L) jY 00 z 06 INSTALL 145± L.F. INSTALL 30± L.F. c) L.L 6" PVC SEWER @ 0.50% 6" PVC SEWER @ 0.50% O WITH PHASE 95 WITH PHASE 1 O 0_ I— N H 00 0 OV) Usk UN Z Z) 4k �,rj(n � O� Z 0_ W ma NO +O V)O V) -j O ZO �J ZZ Z= 06 UUJ OUQ d OUQ OQ O J 0 0 m Oto Ow O 00 Lo LID 00 w d N V +\ +3.,N + +W O3 OW (n. . . . . . . . . . . . .. � . . . . . . . . . . . . . . . . . . . , 382:...:...:...: :...:...:...:...: :.82.` W Z ........................................ .. ............ APPROXIMATE D4S/0N GRADE �>> 378 . . . . . . . . . . . `�� . . . . . . AM 14E. STORM -DRAIN AND•SEWER ?'- .. . . . . . . . . . . . . . :378 co ��. . os04 :... ---..:...:. Ii.. :...:...:.. 374 . . . . . . . ��'� �`1r . STUB & PLUG WITH PHASE. Ls �; 4 . . . 374 <o "� 1. REMOVE PLUG & TIE-IN •�� I �ti �\ �j1 � � WITH • PHASE -6. i I �� 0 „ REMOVE CHRISTY BOX 6 INV N= I & TIE --IN WITH PHASE 6 3 .71 370 370 :...:...:.... ................... •.....!... ....... ;�... o LJ U) O Z 0 h 0 uj N LL W U I- W K� U m Lu Lu w w w w w IL o a a o a 0 0� � > '► M vyi W 3 _> U d O� U V O z C14 UO ZOJ FEW U) 0 0 v= tow = HORIZONTAL: 1"=50' z Oo Q > VERTICAL: 1"=4' Lo oo m I— Q W +� +� —� U PHASE 05 zMWINESAP COURT Q Q L') ui CCo NSTRv C -TED W I T H P"515 _-L) jY 00 z 06 INSTALL 145± L.F. INSTALL 30± L.F. c) L.L 6" PVC SEWER @ 0.50% 6" PVC SEWER @ 0.50% O WITH PHASE 95 WITH PHASE 1 O 0_ I— N H 00 0 OV) Usk UN Z Z) 4k �,rj(n � O� Z 0_ W ma NO +O V)O V) -j O ZO �J ZZ Z= 06 UUJ OUQ d OUQ OQ O J 0 0 m Oto Ow O 00 Lo LID 00 w d N V +\ +3.,N + +W O3 OW (n. . . . . . . . . . . . .. � . . . . . . . . . . . . . . . . . . . , 382:...:...:...: :...:...:...:...: :.82.` W Z ........................................ .. ............ APPROXIMATE D4S/0N GRADE �>> 378 . . . . . . . . . . . `�� . . . . . . AM 14E. STORM -DRAIN AND•SEWER ?'- .. . . . . . . . . . . . . . :378 co ��. . os04 :... ---..:...:. Ii.. :...:...:.. 374 . . . . . . . ��'� �`1r . STUB & PLUG WITH PHASE. Ls �; 4 . . . 374 <o "� 1. REMOVE PLUG & TIE-IN •�� I �ti �\ �j1 � � WITH • PHASE -6. i I �� 0 „ REMOVE CHRISTY BOX 6 INV N= I & TIE --IN WITH PHASE 6 3 .71 370 370 :...:...:.... ................... •.....!... ....... ;�... o LJ U) O Z 0 co Lu o: ............ ............... o : :18 !NU N= 0 DATE 5/28/2013 4, h 368.0 V ; PA JOB No. 2078B 366. ��. �� . . . . . . INSTALL' 16'7±' L'.F. ' 18" 366 z CL -3: RCP w/RGJ: : : : : w SHEET STORM DRAIN •@ 0.8�% ."74% 'o ........................................ WITH 'PHASE 0 5. . . • ' ' 9+00 10+00 11+00 12+00 m PROFILE 0 OF 13 SHEETS ® INSTALL SEWER MANHOLE ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. © INSTALL SEWER CLEANOUT ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. INSTALL SEWER ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. INSTALL STORM DRAIN ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER RECORD�C® � �� , � �14 A505 � ,�� '� rJ INSTALL STORM DRAIN MANHOLE FLOWLINE AND A 2.25' MIN. - T MAX. OF COVER AT THE PROPERTY LINE. ��,ti�.� INSTALL TYPE "A" CATCH -BASIN ALL MANHOLES SHALL BE RAISED TO GRADE WITH CONSTRUCTION OF IMPROVEMENTS - - RIGHT-OF-WAY WITHIN PHASE. ---EX S EXISTING SEWER EX SD--- EXISTING STORM DRAIN �S , BY, F 7D W. PORTER, RCE 33448 EXP. DATE BY: FRED W. PORTER, - RCE 33448 EXP. DATE — ,dL — — zZ- — EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION I 0 Z mw U O U 0 f\ � N_ LO In r7 0) 3 7 I ()X a U0 0) + d7 0+00.00 Lo PHASE 1 1 DI 12010' 10' II 12 Q W W F- W Z W > I - <W ui U) �`� U) 00 © Q 002 't +16 l]xNL"9 m m � I % m U0161 -91 - I HORIZONTAL: 1"=50' VERTICAL: 1"=4' SUMP ON; U 0 O � � J z W J O = w Q d Z O W � n- L O= U Z Q C4 O w W a W O e„ ui w to 53 52 51 ro II + 0 4' TYP. + II I- ��- � . I II i ii 5 00 II II jN114 II �o I II I ± In - II U-) o' II 5' I o II II 1 DI 12010' 10' II 12 Q W W F- W Z W > I - <W ui U) �`� U) 00 © Q 002 't +16 l]xNL"9 m m � I % m U0161 -91 - I HORIZONTAL: 1"=50' VERTICAL: 1"=4' SUMP ON; U 0 W � J z O = w Q d U Z Q W � n- L U � U C4 co + w W a W O e„ w w a 53 52 51 ro U,-) Ln N 00 + 0 4' TYP. + - I- ��- 1110+00.00 N N in In II - li n if 23 F- U 0 N V 00 O = O Z ul m O +6 O N m PHASE 43 -Twoma I WAAls Ll I �K_o 50 Me U O L0 En Z W O0 O= O Z Lo M 00 +6 N ui 7nn'-z-N-...- HORIZONTAL: 1"=50' VERTICAL: 1"=4' INSTALL 175± L.F. INSTALL 212± L.F. 6" PVC SEWER @ 0.50% 6" PVC SEWER @ 1.00% WITH PHASE 1 N Lo WITH PHASE .43 ^ Lo 00u 1 -CA h -M J-i� U UN U U— Z Usk Usk UN O Oak O O Z W~ W 0 F_ W W W W 0] W J J J J Ua V)O V)O U) J Zp ZO z0 z0 JO OQ OZ OO OUZ OZ OUZ CZ U Q U J U Q U Z O O 0 2 N?i 00 O 0 m O tl O O s to 0 W 00 in W) W 0 (4 co W �3. . ao N 00 d' t[) + O 3 N + + UJ 0 O N N N r 382:.................. ...............:...:........... :...:...:...:382 382-...:._..........:. :...:---:- :....... :........ :... .. .........382 �� . . " . . . . APPROXIMATE DESIGN GRADE . . . . . . . . " APPROXIMATE DESIGN GRADE .22: ti �` T�y�,� ABOIi£ STORM DRAIN AND :Sf IEER AB01/E STORM DRAIN AND SEVER .�,�� .��, - _ _ _ _ _. 378:.. :...:. :.ti .61- � ��....:.......: 378 378:...:...: 378 �A ---------------- ...........`.�6,_.- ........... ............... ....... ....... ....ar.......... ti 374 ............. ...... ............. �- ...............374 374......... .......... .......................... 6'-........... 06 . . . . . . . . . . . . : . . : . . . . . . . . . . . . .s` . ; ..'�1. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �`�` .So. : . . . . . . . : 00 370.........:...: ........ ......... 18.".INVS-W=.. ................370 370...................................................... .........:370 367.$§ .12 . ...............18"IN•V-N=.: ............ ................ 24" INV- _ _ ........... : ............------- : 369.26 V' E W= 366.45 . . . INSTALL 190± L.F.. 18°' . . . . . .....:...:366 366:.--:---: .18"INV�N= _----•- 1.8 INV. S E - 6 INSTALL- 280! • L.F.:1$" --_...........----3s7.-51366 • - CL -3 RCP w%RGJ - - • 21" -INV E= - - - 366.95 STORM DRAIN @ •1.16% ' '36fr CL -3 RCP w/RGJ STORM DRAIN @-0.2 0% : : : : : : :WITH. PHASE'. 1 .: : : : 7,0:1 ...WITH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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PORTER RCE 33448 " MARIAN P. SHAW RCE 32178 i DATE CONSTRUCTION NOTES OO INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT 36' INSTALL SEWER ALL 5' INSTALL STORM DRAIN 7' MAX. OF COVER INSTALL STORM DRAIN MANHOLE MANHOLES SHALL BE RAISED TO GRADE WITH INSTALL TYPE "A" CATCH -BASIN WW2 �- RIGHT-OF-WAY N - - --EX S - - EXISTING SEWER ---EX SD--- EXISTING STORM DRAIN -'� - -1�/- - EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION F_ 1- U N :D �4k P� J O Z Z = O Z U 4 O u + W 0)(1) 15 )(1) 15 16 14 N 0 r in Lo �t 8• I I --- ALL I I 15, UNLESS OTHERWISE 17 1 36' I I CONNECTION WITH SEWER MAIN. ALL 5' I I FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER I I III ALL MANHOLES SHALL BE RAISED TO GRADE WITH CONSTRUCTION OF IMPROVEMENTS WITHIN PHASE. 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WITH PHASE 1 WITH: PHASE 1 ; ;44/ ; ; ; ; -WITH PHASE- 1 358:...:...: . . . . . . . . . . . . . . . . . . . . . . . .....358 . 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 PROFILE U z V) MO WZ rn� QW E 0 N M V 5U� �X ILL ♦ ) Z @ m N _70 m W N O cid W rn� Z N ♦♦n� to M V N m Z o� W W O II N N CA Of 0 a - L *G\NEER 4c 00b �y 0 4. W ; M > U 0 O� V D C, o Q� W N z z va W 3 ooz r7 Zam U Q X N Of aWw � �o 0 o W< O m W 3 W J a U) Ln i o >oo o U)xaQ Of 1 >00a DATE 01/09/2014 U) PA JOB No. 2078E SHEET O Of m 00 0 OF 13 SHEETS ui 0 N W w U CL w w W v m W I w W Lij LL O a o W a *G\NEER 4c 00b �y 0 4. W ; M > U 0 O� V D C, o Q� W N z z va W 3 ooz r7 Zam U Q X N Of aWw � �o 0 o W< O m W 3 W J a U) Ln i o >oo o U)xaQ Of 1 >00a DATE 01/09/2014 U) PA JOB No. 2078E SHEET O Of m 00 0 OF 13 SHEETS CONSTRUCTION NOTES OO INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT Ui INSTALL SEWER 18 INV S= INSTALL STORM DRAIN ® INSTALL STORM DRAIN MANHOLE INSTALL TYPE "A" CATCH -BASIN - - RIGHT-OF-WAY --EX S - - EXISTING SEWER ---EX SD--- EXISTING STORM DRAIN - -dL - - YZI- - EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION RECORD DRAWING p >t A SE-Sg,, r'i •_ 6 �'rf fi�. 1Y, FRED W. PORTER, RCE 33448 EXP. RECORD DRAWING pi -I 4U4 DATE E ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. rn r 0)r, ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. M r ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. !; a ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER m th D_ 5' 5' m FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. c w o w b z a z a ALL MANHOLES SHALL BE RAISED TO GRADE WITH CONSTRUCTION OF IMPROVEMENTS i WITHIN PHASE. i I I CONSTRUCT 32 L.F.± 18" 1 18" INV N -S= CL -3 RCP w/RGJ STORM 373.151 18" INV N= DRAIN @ 1.00% WITH PHASE 1 373.31 I „ D W � J V) O Z = O Z U Q O w o Lu i 58 57 56 C) c n 0 0 L _o o + BYFRED . PORTER, RUQ. 554'40 cAr-. DA1'r — — o 0')35+ L. (. , to 11 N SJ -(o a 'J� I In F a Cn 0 5 J N 14 o 1 II - + 1 II 00 5 _ li + + , S! ,.l O r � � 12' I I II 47 48 � � U I- D �W Wgo W UQ= ®uj Z_J� UO o z V) W O a (n cV m -I- p O N 0 0 ui 0 0 T may\ 378:...:... 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MONITOR WELLS, 4TOTAL—CONTRACTOR jf2 SHALL ADJUST WELL HEAD TO FINISHED 29 GRADE & INSTALL H-20 TRAFFIC RATED 1 20' 0' 5' 6 BOX &LID AS APPROVED BY CITY ENGINEER 39' 29 `(, i 20' I 00' 11 ID, 4-8"39 ++2.9 I I ce '�W ODO � W� mLZ� _j > W OQW �QW V) PHASE 2 V) P INK LADY, WAY 0 v� � O � W NO SEWER IN PINK LADY WAYcn o O Z= z O z Q U l O O O W Oho Ow NN 382.. INSTALL SEWER MANHOLE © INSTALL ..........382 Ln r- INSTALL SEWER C + APPROX/MATE DES/ON GRADE �� ® INSTALL STORM DRAIN MANHOLE N INSTALL ASOVF SEWER MAIN — — . : : : EXISTING �y S ---EX SD--- ----- --------- — 66� — — "�L — EXISTING 378....: ... . . ---r--- :-----.---- .......--•.... . . ----- •----..... ..............: . . . . . . . . ....... . . .378 . . 374......... . . . . . . . . . . . . . . . . . . . . . . . . . .................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..........374 . . . 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PORTER RCE 33448 3 -/7-14 DATE RCE 32178 O W O z Op W _ 00 _ Q CONSTRUCTION NOTES 0O INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT Ln r- INSTALL SEWER C + INSTALL STORM DRAIN ® INSTALL STORM DRAIN MANHOLE N INSTALL TYPE "A" CATCH—BASIN — — RIGHT—OF—WAY --EX S — — EXISTING SEWER ---EX SD--- EXISTING STORM DRAIN — 66� — — "�L — EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. — 7' MAX. OF COVER AT THE PROPERTY LINE. ALL MANHOLES SHALL BE RAISED TO GRADE WITH CONSTRUCTION OF IMPROVEMENTS WITHIN PHASE. RECORD DRAWING PWA.5g 2 OWL. -I BY: FRED W. PORTER, RCE 33448 EXP. 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APPROXIMATE DES/GN GRADE ABOVE MAIN 382 SEfy£R 3�9 -----------------------------=---- - : . . . . . . . . . . . . � Ric . . . . . . . . . . . . . . . . . .--------------------------' 1_ _-- _ -� �- -.-- :-: - :-.-. :-.-. -------------- :-. . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 378-.... . . . . . . .......... .............................................................................................................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............378 . . . . . . . 374: . . . . . . . . . . . . . . . . . . . . . . . . . ....................................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................ . . . . . . . . . . . . . . . . . . . . . ........... . . 374 .... ... ................................................ ............................................................. ........... 2 370:.. :� O :...:...:...:. :...: :...:...:...:...:...:...:...:...: :...:...: V :.. :...: 370 8" INV •E—W= 3f3J$$.... .......................................................... ................_ ............ ........... �. 366:... ......................................................... �F� :.............................. --.....- .........-- �,�� ...: --. ...•366 NOTE: • VERIFY EXISTING LOCATION AND. 05 .... .........................•---.......................... ..... �......................... ELEVATION INFIELD,PRIOR TO CONSTRIJCTIdN ANQ NOTIFY ENGINEER .IF i i HER Y DISCREPANCIES-. T E•RE AN A 362' . ' . . INSTALL. 70± L.F.. . . . . . . . . . . . . - . . . . . . . . .-- -INSTALL' 304f----- - ---- _: . . . : . . . . . .INSTALL'400f'L:F::� . . : . . 36'......... F�- 362 8»PVA; EWER @ Q. e o WITH • 8" PVC SEWER © 0.35% • WITH PHASE' 2 8" PVG SEWER @ WITH PHASE 2-15+ .... .. PHASE. 2.. ............. ••---------------------...------------...........................------...----......---�2 3 S� 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 PROFILE U) W V O �U) V 06 orfW _ Orf O 0 - M Z 02 W �� E N fB M U � (j) m 00 US Y Z (° m N - co W aa) o Lu 65- 1-: Z N z 0` W o 0 N DATE 01/09/2014 PA JOB No. 2078B SHEET D 3 m D N Q 0 Of N W Q: a LLL w W U U .m Q WWW ZNO(! aLoo 6_j LL Waw a o a DATE 01/09/2014 PA JOB No. 2078B SHEET D 3 m D N Qo>� -�ZQN Q ZNO(! aLoo 6_j Lo ow of-, Q LLI Wow vwiw�g 00 ON w Z mSLwo O w w J IL t0 C` CCU � W w N DATE 01/09/2014 PA JOB No. 2078B SHEET CONSTRUCTION NOTES OO INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT NOTED. INSTALL SEWER POINT OF INSTALL STORM DRAIN ® INSTALL STORM DRAIN MANHOLE 2.5' OF COVER AT GUTTER INSTALL TYPE "A" CATCH -BASIN - - RIGHT-OF-WAY --EX S - - EXISTING SEWER ---EX SD--- EXISTING STORM DRAIN - - -'L - EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION CORD DRAWING PR QSES ._ M Jb,95 V. FRED W. PORTER, RCE 33448 EXP. RIECORD DRAWING ._ .a e_$"D W. PORTER, RCIE 33448 EXP -'-/S DATE z—/f3 -16 DATE RETIS1011S A...• 1--26-141 FRED W. PORTER DATE_ RCE 33448 f MA IAN P. SHAW DA E RCE 32178 ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. ALL MANHOLES SHALL BE RAISED TO GRADE WITH CONSTRUCTION OF IMPROVEMENTS WITHIN PHASE. D ¢O�'LL3'.Q°°U otS u �6 1 45 1 44 i ILII 1 ' 25 H �� H D Z V) z O oQ oa J� UO o O O O O Lo O tV 0 vi + w + Oen i O 5, hil 3 40 ?10' 20' ' 1 D ¢O�'LL3'.Q°°U otS u 12, ; it x U) s -LL v, � � o — ---c S I — = p- � Z t-= -pow no �� _ 1 0 �6 1 45 1 44 i ILII 1 ' 25 H �� H D Z FWW N� W Uo (> Q = o O J� UO o V) W p ZQ V) cN m +o 10 �- �- oo Lu E,7 O 26 43 42 O Ln N to Vaj -- -- to co co 00 � O 27 28 29 d r U-) 00 0) r = o? r c6 cfl (6 (6 r j r7 o � r� � z J J J J � Li- La_ IJ.- LL_ C) o° _82-5 o w 06 (3 Z O Z O CONSTRUCT 9± L.F. 18" CL - RCP w/RGJ STORM DRAIN @ 1.11% WITH PHASE 1 I 18" INV S= 372.46 24" IINV W= 18" INV N -S -E= 1 371-&& 371-36 8" SWR INV= /fl 367.11 U _4h N Z& Z �� °Da Z zo Uo NO Z O O Q U o O O • 00 N O 10 �- �- of Lu E,7 O ZF-V~misco is 0F -o �¢>>ZZUOw� 41 M N I - 3 40 m 1-M-0- oavo wow ■l - _7 � o ZW OO UQ NO Z O _ co rn in rn ro O/� M Q© • U w. = W=o WQw mw�� 30 1 1 1 31 U Z oavo wow �1 N UQ_ o ZW OO UQ NO Z O _ co rn in rn ro O/� M to r V I '- U \ 18" INV N= 372.46 CONSTRUCT 33± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.30% WITH PHASE 1 WOLF RIVER AVENUE INSTALL 88± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN ® 0.19% INSTALL 384± L.F. 24" INSTALL 316± L.F. 18" WITH PHASE 2 CL -3 RCP w/RGJ STORM DRAW @ 0.4-9% CL -3 RCP w/RGJ STORM DRAIN ® 0.19% WITH PHASE 1 . 15 �' _ WITH .PHASE _1 _ HORIZONTAL: 1"=50' VERTICAL: 1"=4' U 0 oavo wow �1 m J zO-,W WZWF- `7J ww=z�W¢F=o m W-'FO��_O J U H Z O Z _ =ai=wz-) o Ico .-mQ ch -02�Oz�tn�jU Zw W LUOQ " cli Z J _ _2 Z m U w. = W=o WQw mw�� 10 �- �- of Lu E,7 O ZF-V~misco is 0F -o �¢>>ZZUOw� Q > N Nom? <0000��q�Wc� U Uco '§02F -H=Z D ¢O�'LL3'.Q°°U otS u cnWYWT6 mzp O� O p a U) s -LL v, � � o Z mN W W1->OVZ=vi= Q Z O Q M = p- � Z t-= -pow no �O0�Q wWZOQ O Z 0 to J) Z> "`/ Z M z�p�O=U~�� ^/ a N( ZpwWw��OZQ I.. j LLJ Z p� 9EZEF=--w>Ua, W O O z I..L. 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WOLF RIVER AVENUE INSTALL 88± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN ® 0.19% INSTALL 384± L.F. 24" INSTALL 316± L.F. 18" WITH PHASE 2 CL -3 RCP w/RGJ STORM DRAW @ 0.4-9% CL -3 RCP w/RGJ STORM DRAIN ® 0.19% WITH PHASE 1 . 15 �' _ WITH .PHASE _1 _ HORIZONTAL: 1"=50' VERTICAL: 1"=4' U 0 oavo wow �1 m J zO-,W WZWF- `7J ww=z�W¢F=o m W-'FO��_O J U H Z O Z _ =ai=wz-) o Ico .-mQ ch -02�Oz�tn�jU Zw W LUOQ " cli Z J _ _2 Z m ' !' �++ Z w. = W=o WQw mw�� 10 �- �- of Lu E,7 O ZF-V~misco is 0F -o �¢>>ZZUOw� Q > N Nom? <0000��q�Wc� U Uco '§02F -H=Z O a(o X ¢O�'LL3'.Q°°U otS u cnWYWT6 mzp O� O p a U) s -LL v, � � o Z mN W W1->OVZ=vi= Q Z O Q M = p- � Z t-= -pow W ago 411 �O0�Q wWZOQ O Z 0 to J) Z> "`/ Z M z�p�O=U~�� ^/ a N( ZpwWw��OZQ I.. j LLJ Z p� 9EZEF=--w>Ua, W N �F-0 MO-ZWQOO L�Z?m�azZZ� I..L. 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REMOVE PLUG & TIE=1N WTH ......... ........................... ...--------- PHASE'2: ..... ........ 1 374:. .... ..........'.................................: ...II..:...:... :24" INV E_ .. .. - -- ....... ... .......... .. .......: : - _ . 371�.�2� - 18• INV E W V• E -W- .373.14 18" INV N= • - 24" INV W= 18" fNV N=S -E=' 372.96 . . . . . . . . . . . . . . . . . . . 371:$fr 370:. ��' �ti�.:. 37o.�.Iq . .. . ..:. .. ..i:°�.'7:. . . :. . .: . ..:. - - . - - - :...:.. - ...: .:.. .. .:370 1 �O S\ 4„ INV S= .$2 370.4-6.1s ......... ..................: ...............---................----------.... h ........... . 366 :. � - p - - - - - - - : ,�.F\\ .... rti� �\........................................... :...:... ........ 366 3 INS TALL 65± L.F. ....................................... .......................... ... ..�. .... .................................. .......8"PvC $EWER: @ 0.2-% WITH PHASE 1 •50 362 - . . . . . . . :................. . . . . . INSTALL .378± L_F_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : : . . . . . . LNSTALL .3.52± .L.F.. . . . . . . . . . . . . . . . . . . : . . . . . . . . . . 4. .36-22 8" PVC SEWER- ® 0.25-7. 8" PVC -SEWER- ® 0.45,7. / WITH PHASE 1 .'29 / WITH PHASE 1 o.2.1./ ' 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 PROFILE \NEER it b/ co �d0 N a M ow dy fY �r- 00 N O 0 u.i a cn z _z ozn 4 F- < w 0 O O r W CL w w W (� U U m Z w w w w w ® �F-0 L- Lw� \NEER it b/ co �d0 N a M ow dy fY �r- 00 N O DATE 01/09/2014 PA JOB No. 20788 SHEET OF 13 SHEETS 0 a cn z _z ozn F- < w O O r z � w w w X00 �F-0 ww< oD('i Wow owo w z 0 v, Waa W Q>r DATE 01/09/2014 PA JOB No. 20788 SHEET OF 13 SHEETS Mir DRAWING Pt4A5" _'- A111 015 RECORD DRAWING To ftp. 2 0AUI REVISIONS APPROVED BY: -?-17-/4 FRED -W. PORTER RCE 33448 RCE 32178 DATE 2 - -1A l6 DATE CONSTRUCTION NOTES OS INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT 3:: : LLS N INSTALL SEWER 0 -IO 'z INSTALL STORM DRAIN ® INSTALL STORM DRAIN MANHOLE INSTALL TYPE "A" CATCH -BASIN p RIGHT-OF-WAY - - - -EX SWR- - EXISTING SEWER ---EX SD--- EXISTING STORM DRAIN --dL - -6�L - EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION 00 m r -Q cV +o � N ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. ALL MANHOLES SHALL BE RAISED TO GRADE WITH CONSTRUCTION OF IMPROVEMENTS WITHIN PHASE. PHASE 2 WOLF RIVER AVENUE INSTALL 113± L.F. 18" -3 RCP w/RGJ STORM DRAIN @ 0.19% WITH PHASE 2 STORM DRAIN SECTION � N.T.S. r0 z#4_J J -I OU m> Za a 0 w >0 o< w O ow H -N- HORIZONTAL: 1"=50' VERTICAL: 1"=4' OW f_O 1-i- 1_O F_00 Hr -O OZ U—U: U U41Z 0:v"OJ �u P W �W �W �WZ J J I- J F- J (- J J c0U ZU Z= Zm Zm Zm> oz oQ oQ oQ 0 O�� 0w 04 00: Oir o Z vi rn � ' (03: 000V O O� MN W� N N a N 0 up APPROX/MATE DES/GN GRADE ��i `9 - -- . .sem . ABODE STORAX DRA%N AiVO SEWER ,�ys _ _ _-----�.2--------------------=----- _--__ __ :-.-- : _ _ . s� y ---------- ti R�------------- 378 :...:...:..=---- -------------------- -------- ----------------------------------- ----------------.= = :...:.. _ :...:.. :...:...:...:...:...:...:...:. :...:...:...: 78 .--------...... ........................... 3 374: 18" INV ...:...:...:...:.:.:...:...:...:...:...:...:...:...:...:. :...:...:...:...:_..:...:...:. :...:...:...:374 [387 INV . 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Q w w on w a� N DATE 01/09/2014 PA JOB No. 2078B SHEET 0 i co m N OF 13 SHEETS 3 l CONSTRUCTION NOTES OO INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT ALL INSTALL SEWER ALL SEWER LATERALS ARE TO INSTALL STORM DRAIN FLOWLINE AND A 2.25' MIN. - INSTALL STORM DRAIN MANHOLE ALL INSTALL TYPE "A" CATCH -BASIN 33 L RIGHT-OF-WAY - - -- - EX S - - EXISTING SEWER ---EX SD--- EXISTING STORM DRAIN - - - - EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION 15 ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. ALL MANHOLES SHALL BE RAISED TO GRADE WITH CONSTRUCTION OF IMPROVEMENTS WITHIN PHASE. 33 L ui RECORD DRAWING f f4 A19E.S 1 "D 05 APPROXIMATE DESIGN GRADE - ABOVE STORM DRAIN \ 24" INV E= \ 366.10 \ 30" INV W= \ 366.10 \ \ " INV S= 36" INV N/ 366.10 366.00 INSTALL 64± L.F. 36" CL -3 RCP W/RGJ STORM DRAIN @ 0.15% WITH PHASE 1 A STORM DRAIN SECTION ry N.T.S. L o� M M to N LL_ L � U O w O w U Z O c CONSTRUCT 8± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.50% WITH PHASE 3. 18" INV S -E= 18" SD INV= 370.57 ✓y_ Wt 3 T RCE 3,3448 EXE'. DATE 18" INV N= BASIN FLOOR 370.60 1 370.65 18 INV N -S= 365.5 370.55 � CONSTRUCT 40± L.F. 18" CL -3 RCP w/RGJ STORM 24" INV W= 8" SWR INV= DRAIN @ 0.25% WITH PHASE X. 368.45 368.57 3 STORM DRAIN SECTION r., N.T.S. c HORIZONTAL: 1"=50' VERTICAL: 1"=4' U - Z z riw DO J V„ _ul � M f 3 U MO wOcq z0%W wZWF vwimwww W Qpo tr ,F6'mF}-ZdZ aQzQvz-zoo Ulm: i�<wZV) LLvOi>°C°UQ wwi��UxLzm wa0Lu LLJ v�LL z�Wi�0000- �a00�wU�naj� w z ac-�0z U m C A W W W U V j , z 0 WE> -Lu > p U Z 2 tr OwwU�wI-cn0 Q Q�_ o Z W o 0 o w g0?::< ocnE� �� w,,,zoQ oZO9fnJoZ> z OwpwQ�Oo zpwWWw�Ozd Ow � LL QwOzxUpzzO U=Uz ww FzQ UwQOw F U "z m�azzz- TmU)QaUuuiU))FO cA W= Z Q U Z 0 U ¢_w,pwpO(L fn = U F J w w J 0 U' MWS�ZQQOp z9=c3mw= ofw owpww5w=wpm wQ��z?uUi°J-¢' >=wt- - c9U- w 0 w W V Z 0 j m W W O O W Z 0)} Cn ►=-�aaF-00W¢M INSTALL 10± L.F. 24" CL -3 RCP w/RGJINSTALL 70± L.F. 24" STORM DRAIN @ 0.43% CL -3 RCP w/RGJ WITH PHASE 1 STORM DRAIN @ 0.43% INSTALL 97± L.F. 18" INSTALL 179± L.F. 30" WITH PHASE 43 CL -3 RCP w/ RGJ CL -3 RCP w/RGJ INSTALL 378± L.F. 24 INSTALL 3781 L.F. 24 CL -3 RCP w/RGJ STORM DRAIN @ 0.43% CL -3 RCP w/ RGJ STORM DRAIN @ 0.10% TO WIITDRPHASE X35% STORM DRAIN @ 0.10% WITH PHASE 1 WITH PHASE /3 WITH PHASE ,f F- O F- OQ F- F- co 0 F- N_ F- F- M F- ro F- N F- t � N LO F- O roto F- to F•- O F- O O� �� jQ �D �� j � U4k U�N� U �OQO U`� —0) 0 UNC j F- F- > > 0 �ifhco D ��0� w UJ D F- V) -j V)J (n0 U� +0 V)J V)0 Vuj J V) �of J U�UMM V)0 LLJ UMr7U)0 vr)--� tn0 O O N O O O O O 11 11 !I !! 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INSTALL 125± L.F. 36.10 : 366.10: : : 66'� •INSTALL 100± L.F. • INSTALL 3301 L.F. 8" PVC -SEWER @ 0.68% 8" PVC SEWER @ 0.68% - 6" PVC SEWER @ 1:00% 8" PVC SEWER @ 0.35% 2 362: : : 6`' PVC :SEWER @ 1.00% : 6» :PVC SEWER :@ 1.00% . . . . . . . . . . . . . . . . . . . . . . . . . WITH PHASE*1' _ : WITH. PHASE �i'3 : •WITH • PHASE iK3: : WI.TH PHASE �}'.3 . _ H P SE .4 . . . . . _ TH ASE '7A WfT HA WI PH 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 PROFILE 23 1 22 00 N 1-1 Lo 0 U z v J ui F- C) 0 U) U) Q I..L_ W F - w 0^ CL "o M Z -T8 W 0 r- > �y M U ( U) a m 06 L LL 0 Y Z C6 m N ©: - (.0 W0) Cl) Z v! N _ N M a N Z o `O W o N 0 U z 0 Ln W w DATE 5/28/2013 PA JOB No. 2078B SHEET OF 13 SHEETS a 0 ry w N CL LL J N 0 0- W w K U m 33 L ui W H w W W w < w IL O a o aa. 0 U z 0 Ln W w DATE 5/28/2013 PA JOB No. 2078B SHEET OF 13 SHEETS ~ N U � W J Z O 0Z U Z Q N O � O N i PHASE3 PHASE $4 II 12 35 I II II 10+ 00 11 `o 12 -4-co — II -0)N II C-) v !-O Usk _� _ OO U) J� r� z= o OWF- C)z 00 ofDW Jn + W N �� TYP. `n J Q�a00QLLJ 10 w INSTALL STORM DRAIN O > to coN ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER mQW N(n FLOWLINE AND A 2.25' W V_ 1111 11 V) f--5' 36 U � jr (n O z OJ N U (V �J N +W1* V_ V) � N Lit W 07 07 a 1111 12+87.72 G • PHASES 2 & 43 CRISPIN STREET U 0) = W J �O Z= O Z U Q CN cel � W Lo 60' 9'9 ti29'111 41h s1— III — I 15+67.72 29 11 5' � 6 1 20' 0' 1 A_ -A,4 29 O xy N W LdI� >WI- Q crZw d n- LLJ -r V- > V ' O Q �i-z-3�-- LLJ V) HORIZONTAL: 1"=50' VERTICAL: 1"=4' CONSTRUCTION NOTES �r" !-O Usk _� _ OO ALL r� 00 o ALL � 00 o Jn + + + 4' �� TYP. `n J Q�a00QLLJ 10 w INSTALL STORM DRAIN ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER ® INSTALL STORM DRAIN MANHOLE FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. N INSTALL TYPE "A" CATCH -BASIN ALL MANHOLES SHALL N CONSTRUCTION OF IMPROVEMENTS t� d WITHIN PHASE. 1 2 3 4 5 6 7 8 PHASES 2 & 43 CRISPIN STREET U 0) = W J �O Z= O Z U Q CN cel � W Lo 60' 9'9 ti29'111 41h s1— III — I 15+67.72 29 11 5' � 6 1 20' 0' 1 A_ -A,4 29 O xy N W LdI� >WI- Q crZw d n- LLJ -r V- > V ' O Q �i-z-3�-- LLJ V) HORIZONTAL: 1"=50' VERTICAL: 1"=4' CONSTRUCTION NOTES U o_ !-O Usk pa V 0 wOcn O H00 OO INSTALL SEWER MANHOLE ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. © INSTALL SEWER CLEANOUT ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. M INSTALL SEWER ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH' SEWER MAIN. J Q�a00QLLJ 10 w INSTALL STORM DRAIN ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER ® INSTALL STORM DRAIN MANHOLE FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. N INSTALL TYPE "A" CATCH -BASIN ALL MANHOLES SHALL BE RAISED TO GRADE WITH CONSTRUCTION OF IMPROVEMENTS i— RIGHT-OF-WAY WITHIN PHASE. CN 0 c a� - - --EX S - - EXISTING SEWER U=U w~¢ V¢ O LL t- Z m t- f r 7 a. Z wa wnaavwU5� O(W NW 0 �� ---EX SD--- EXISTING STORM DRAIN ¢ O w O 0 a p F NV S w Q U > U� - ,Y� - -'L - EXISTING EDGE OF PAVEMENT >ZO 2 0 J 0 wQ' OF w w S W O ....... SD STORM DRAIN STATION ¢w_jWwUzO> . . wwVOwz��} , SS SANITARY SEWER STATION O KIP" FC®RD nRAWING f5 W UWE" ZO Q W O Z W U W>(,,) O� mQW o (n O (n 16 15 14 5' � o + ± 400 20 0 rn rn rn N 11 N N 12 c N A _N LO 0-) -o-) x� — _ ro N O0 4' TYP + . + + + N 21 O 22 23 24 25 orv_y BY, FRED W. PORTER, RCS �344g ESP, �Ico W N i ZO O = U Z a O � 00 N (U) 13 I 12 rn U o_ !-O Usk pa V 0 wOcn O H00 zO%W wZLL� H00 O f5�W wd'�ODF-LLOa zo aLj ¢-Z Fc e = N n d+ M - - _�69 .\ .61 Lum z�o°='m.o�� _ J �..� J Q�a00QLLJ 10 w - - - - - - ¢Oat=_-• ¢I=F -P= rn ` w O Q 5. 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WITH PHASE. d'4. .......--.. : :WITH PHASE.,94 . .......• .................... 10+00 11+00 12+00 13+00 14+00 15+00 16+00 PROFILE c r - c U z vJ o M WzW� �o W _ > N � M N ) X 0 06X U) L I L �/ ^J a a) U/ / Y Zcu_ m N Q �� _ W a�i o 0S W (oN z p co W W o N O L ;Z Z o 4 � _ w i DATE 5/28/2013 PA JOB No. 2078B SHEET J s OF 13 SHEETS e JJ.1 a p l Lu LOL.. IL N L W Z _ J i m ui LL. Z WWW w a I- o wit a ;Z Z o 4 � _ w i DATE 5/28/2013 PA JOB No. 2078B SHEET J s OF 13 SHEETS CONSTRUCTION NOTES c0 O c0 N qk O 0 INSTALL SEWER MANHOLE ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. © INSTALL SEWER CLEANOUT ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. rn M INSTALL SEWER ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. tj INSTALL STORM DRAIN ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER ® INSTALL STORM DRAIN MANHOLE FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. N M INSTALL TYPE "A" CATCH -BASIN ALL MANHOLES SHALL BE RAISED TO GRADE WITH CONSTRUCTION OF IMPROVEMENTS - - RIGHT-OF-WAY WITHIN PHASE. LO LO --EX S - - EXISTING SEWER + 32 33 34 ---EX SD--- EXISTING STORM DRAIN CL QTT: o w o o a o F r O � W -'� - -'/'- - EXISTING EDGE OF PAVEMENT oW�aWw=WOm W Q 0 O uJ > c) � ►LZ-fn-Qln SD STORM DRAIN STATION mWOWZ_Z0Qco LO 0 SS SANITARY SEWER STATION RECORD DRAWING "P-t+rsr(,_ 2 D43-1 LO Fitt �Z Z m a Zo Zo 60 O Q U Q U D OM LO M L ui o LOO u in oui LO o� LO PO O 3 48 47 46 49 OZ c0 Q0 + 00 -t O + _VL 9x "5j PO in rn o 04s II 1,0+00.00 o 50 11-5p _ — II 0') rn 1) + + 5, (� II II 51 24 25 PO 0~ rl- p � :qk� z W Z lli 1--m Z W O= ~z= JW U Q � LLI U O cc 0 Q fA O L ct C'4 rn� OU tW +M 0)N O 3 . ,_ . _ R9 RCE 33448 E . DATE 45 44 43 42 41 O co N 00 't N N ��4' TYP. rn rn rnrn 0)M 14)th 17 P7 N I .,I- ff) = N Li CL 0 5' S' o z 18" INV N -S= 372.49 18" SD 72 54 I I 18" INV S=/ 372.62 CONSTRUCT 251 L.F. 18" CL -3 Jo RCP w/RGJ STORM DRAIN @ 0.50% 18 INV W= WITH PHASE X3 367.57 �� 6 STORM DRAIN SECTION ry N.T.S. 40 39 38 37 36 1+ O N r7 L O 00 rn Ln � rn N r7 � r� t 26 I 27 I I 28 I 29 I 30 I 3" UIQ W ZO ,,OZ ^^ Y / QC 0) G +� N N PHASE 43 co O c0 O c0 N qk O 00 d v7 L O m M r- 0 U) Lo rn � Ld Lri rn M rn 16 M 0- m W tj O r—a 18" SD 72 54 I I 18" INV S=/ 372.62 CONSTRUCT 251 L.F. 18" CL -3 Jo RCP w/RGJ STORM DRAIN @ 0.50% 18 INV W= WITH PHASE X3 367.57 �� 6 STORM DRAIN SECTION ry N.T.S. 40 39 38 37 36 1+ O N r7 L O 00 rn Ln � rn N r7 � r� t 26 I 27 I I 28 I 29 I 30 I 3" UIQ W ZO ,,OZ ^^ Y / QC 0) G +� N N PHASE 43 co O c0 O c0 N qk (D 00 00 d v7 L O m O r- 0 U) Lo rn w Ld Lri rn M rn 16 M rn N M 17 rn `n r-) —� +—— pZaF-Q�F-F-�� ¢&V'M3: zmw "p (00 0 4°--'Q s � a wm O zK00-%6wz0pa ll- 04 O lz Z m N O N M p� mw Z OLL Q m Q F x p Z W O O m N W N O W LL - Z -Q g o Q W W Z p Q Lu ces Z - N O LO ++ N + C14 00 LO LO O O + 32 33 34 35 �to U CL QTT: o w o o a o F r O � W Zp=Utq W=QO: W ZzQo oW�aWw=WOm W Q 0 O uJ > c) � ►LZ-fn-Qln O Z mWOWZ_Z0Qco LO 0 2 01 0 *1 m 2 onk-46IFTIVIVA a 0 111 +� Lo N \18" INV N= 372.63 CONSTRUCT 271 L.F.- 18" CL -3 RCP w/RGJ STORM DRAIN ® 0.50% WITH PHASE X3 on 't �k'bq W W a�Q 0 +I 5 0 18 S im 4 I I_TTT O qk ZF-�- �W Z � ;WW ZO a LL L W (.9 — W,�Z m v_^ YE I- / Q 0 U) Lo rn w Ld Lri + tW > (B M T -V) C) U tiro -N- HORIZONTAL: 1"=50' VERTICAL: 1 "=4' 3 INSTALL 51 f L. F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.11%, WITH PHASE 4 vv- vL- vco vc v� v J i H J J J U)OVO (O U)O U)O U)O Z= Z= Z= Z= Z= Z= OU Q O Z U z OU Q O Q O Q OOU-) LO M Lo M O O � O O0i Ovi W)ui to� d �� 0) V) O O NV) LnW Ljj . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 380: ............ :........ :.... ...................... = ........ :........... :.................... ........................................ ..•. :.....--:380 : : : : : : _ APPROXlMA7E DESIGN GRADE . : : .Z�.>� . . . . . . . . . �: 'ABOkE SEER MAIN . - _ _ ��,� - 378 :...:... ------------------ .—r —.-- : ��-----------. —::---.-----=--------------------------------:-----.-------------------------------------=----=— 378 . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . - - . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . - . . . . . . - . . - . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18" INV N -s=374 ........ y : . ...F,h::...:. -. :374 372.4 : . : : : .9 lb ................. ........................................ ...... .................................... ........................................... ......... 0 370:-.-18'INV:S-E= ....................: :...:.. :...: �� :...:...:...:...:-..:...:...: ��'��.:...:...:...:...:...:...:.-��-y 0 367.51 . . . : 6' 9tiL :../�.� .: 37 18" INV -W= : ....:.......... ............367:57.....................-------..........-.......- 366* ...:................. . . .. - -- - .66 INSTALL 271 -- -: - - -:T2761E.�.:::... :....... ••-:-INSTALL-2741 L.F 8" PVC SEWER @ 0.77% 8" PVC -SEWER @ 0.35% 8" PVC SEWER @ 0:35% WITH PHASE: �3 . : : : : - : : : : . WITH PHASE �3 : : : - : : : - : : WI-TH PHASE 91! : : : : - : - - - - : 9+00 10+00 11+00 12+00 13+00 14+00 15+00- 16+00 17+00 18+00 PROFILE U WLLLL LL wOtn U H22 zomw WZw~ Z cwnwwwwm<-- �:� X:op��a a LL L W (.9 aQZVF=zazOp m zo mom~ U O ►m-��oz�c~i�criU W z iL wIS�y ,�j fp=�Z_m w=o==w��i,vsLL- w IYQ'OZZUOw�S > (B M 10 In C) U tiro pZaF-Q�F-F-�� ¢&V'M3: zmw "p (00 0 4°--'Q w Y 0 V U Q U � a wm O zK00-%6wz0pa ll- 0paC U W lz Z m w W>- > 0 Z S Q Z N M p� mw Z OLL Q m Q F x p Z W O O m N W N O W LL - Z -Q g o Q W W Z p Q Lu ces Z - N p ZO9t!»QZ> M ¢W�QW'T�o()a or N(D Zpw�a.,wLLaOZQ Ow -0 W Z Lu ocfl OaZa,w>UQw Cl f QW )z'm WZZO ()= zm-QZQO W �`-z�a zzv >Uow p w w_= z a w W p CL QTT: o w o o a o F r mU' c" w mop U> O o Zp=Utq W=QO: W ZzQo oW�aWw=WOm W Q 0 O uJ > c) � ►LZ-fn-Qln O}(AF U` �O�a' W mWOWZ_Z0Qco W W U O W z y} Ii=-oamL)aIx 2 M 00 N O 3 U I Of U) 00 r - O N 3 D U)I af r- 0 DATE 5/28/2013 F-- PA JOB No. 2078B W SHEET O o - m ;co a OF -13 SHEETS z Q J d Z M w O� CO Z 0 � 4,< w Q O 0 06 ry w w U) U Ili F_ p r W N O n- a LL L W (.9 = J .. m W LL W Lu a d W F- W Lu a z Q J d Z M w O� CO Z 0 � 4,< w Q O 0 06 ry w w U) U Z O w - ,� 4