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HomeMy WebLinkAboutR_5829_S,OaGo¢•ti•aeo~"' ·--l<X.l;fl!),O>- wm 00 "' <O 22 i I , VICINITY MAP N.T.S. "' N -0 OJ 36+76.00 STORM DRAIN LINE .. A" SEE SHT. 115-117 19+40.00 ~ /STORM DRAIN LINE 8 £:! SEE SHT. 115 10,50,00 , PACIFIC COAST HIGHW ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY SANTA ANA, CALIFORNIA MICHAEL M. RUANE, DIRECTOR .PLANS FOR THE CONSTRUCTION OF (~YSuAl HEI.CHrS PRIVE '-'--'. ... _ o . • .,5:\_J\J\-11..~ 6 I:> "' == 0 """-::I ,.e.f\,.t1J1-11~ =,;::::,. [ 1i • o o O 1:i = = -a D •• C:::i c:i =o o ,, i:::;::2 a ,,g c§ ~" o L:J .c:i •-, <.,_..rr-Yv"\l-l.9'---,9,y--v,r-v--.,~-r-,J--v-•-• -· FROM PACIFIC COAST HIGHWAY TO APPROXIMATELY 3000' NORTHERLY / /=·-""/c:-·•·,·0·1/''-,,. / "'=·-~,,·-·-",~<-~"-,~··· . ASS E ss ME NT DISTRICT NO. 88-1 r-zy "RECORD DRAWII\IGS" ' ·\c::"·-·--~., INDEX OF SHEETS ':·1 SHEET DES CR I PTJ ON ,'· I 4=@0. ll=Gt , 1'G2 3 i,G;i'A 'f i:G-3 TITLE SHEET TYPICAL SECTIONS, CONSTRUCTION NOTES CONSTRUCTION DETAILS CONSTRUCT I ON DETAILS C •• GEOTECHNICAL DETAILS GRADING PLANS ~'i'G::f. STA. 10+00.00 TO STA. 21+50.00 ., ~ . ST A ... ,21.;!::.,qQ .. ;.Q.Q_JO-qJ.~. 33+ 00. 00 . 4 tovA ACCESS RAMP AT STA. 30 + 50 " "> , .. : 1 .., ~ . STA. 33 + 00.00 TO STA. 36 + 76.00 ~;'(;' ER6~f ON 'e'if~r'k5'T.Eje~r¾ si:A. 36 • 70 ..-/ L~ ~-=;~_,,,,,,~--- 8. FG"P STA. 10+00.00 TO STA. 21+50.00 .., !:G3 STA . 21 +50. 00 TO STA. 33+00.00 10~9 STA. 33+00.00 TO STA. 35+75.00 STREET IMPROVEMENT tll"i=0 STA. 10+00.00 TO STA. 20+00.00 11. f=r-:1, STA. 20+00.00 TO STA. 3O+OO.□G<:, STRIPING PLANS i}~ STA. 10+00.00 TO STA. 30+00.00 SEIJER& WATER PLANS I~~ LAYOUT SHEET l'/~A STA. 10+00.00 TO STA. 20+00.00 }THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION '••, (( SUBMITTED BY THE CONTRACTOR, INSPECTOR, AND CONSTRUCTION MANAGE-\ 5 MENT STAFF AND ARE NOT THE RESULT OF A FIELD"AS-BUiLT" SURVEY. l { WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER IS :._/ NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS , /'\, 21 ~ STA. 10 + 00.00 TO STA. 21 + 50.00 J 2.1 ~A STA. 21 + 50,00 TO STA. 33 + 00.00 P' ANTING __ _ '2'} ~B STA. 33 + 00.00 TO STA. 36 + 00.00 _ '- l'i ~ STA. I ~ t!::l:,/f A STA. 20+00.00 TO STA. 30+00.00 30+00.00 TO STA. 35+60.00 ( WH:H M~~~~()~ATED ~$HIS Doc;;:% A RESULT. ·~Lfi..", ·~-ICHARD J. l'lpBOTTA ,. R.(?.E. .. A "! '-..:,.,_-.""••··---··-~-•---~·"----~-------< --·-·•---·------"'---··,--='~--:,,.t;-,,,. __ ,,,,..=;;;:;:,:::;;;_.::.:_ ___________ _ BENCH MARK: 1 .6 MILES SOUTHEAST ALONG PACIFlC COAST HIGHWAY (U.S. 101 ALT) FROM 'lHE POST omcE IN CORONA DEL MAR, 67 FEET NORTHEAST OF 1!-IE CENTER LINE OF 1HE HIGffWAY,45 FEE!' SOUTHEAST OF A MANHOLE, 1HAT IS ABOUT 2 FEIT ABOVE THE GROUND AND MARKED LBCWD, WITH A 6 INCH BY 6 FOOT VENT PIPE ON THE NOlffilWEST SIDE OF lliE MANHOI.£. SET IH iHE TOP Ott THE WEST SIDE OF A CONCRETE CRADLE FC"1 A 36 IUCH WATER PIPE, ABOUT 7 TTET lO'lf'<.R 1W.N iHE HIGHWAY, 1978 M,S,L ELEVATION ... 122,:566 COUNTY OF ORANGE E~'.~~"::,~¢~,!C\ENGINEERING 0 0 IV~Sl~N <:8Y, _.~\'tJ Ji\!;T-.A'l.C.E~ ·>S?trf ~;;,:DATE:-1/3it,s • DATE, ,,~ 'ei, ~ ,, j THIS PLAN IS/SIGNED BY E.MA./T.E.D. ,FOR CONCEPT AND ADHERENCE TO COUNTY TRAFFIC SIGNAL. SIGNING AND STRIPING STANDARDS AND REQUIREMENTS ONLY. E.M.A./T.ED. IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS OR ACCURACY. NOTE: ALL INORI< WITHIN THt: STATE ' R /VI/ SHALL BE IN ACCORDANCE WITH CAL TRANS STANDARD PLANS AND STANDARD SPECIFICATIONS. FUNDED BY: ASSESSMENT DISTRICT NO. 88-1 .. BASIS OF BEARING: CALIFORNIA COORDINATE SYSTEM ZONE !,I LINE BETWEEN O.C.S. MUSTARD 2 AND • O.C.S. PELICAN HILL BEING N30'16'05"W PER R/S 86-1083 PROJECT ADDRESS: 23347 SAND CANYON AVE IRVINE, CA 92715 (IN UNINCORPORATED ORANGE COUNTY) NOTE: GEOTECHNICAL INFORMATION IS SHOWN ON PLANS FOR BIDDING PURPOSES ONLY. ACTUAL LIMITS AND REMOVAL QUANTITIES SHALL BE DETERMINED IN THE FIELD BY THE SOILS ENGINEER. "'~ C SD IRRIGATION ELECTRICAL SYSTEM IRVINE RANCH WATER DISTRICT APPROVED ORANGE COUNTY FlRE DEPT. DOMESTIC WATEP APPROVAL OF: RECLAIMED WATER FACILITlfi SANiTARY SEWER BASIS OF TOPO: FLOWN BY: R.J. LUNG DATE: 6/14/86 . GEOTECHNICAL CONSULTANT: LEIGHTON & ASSOCIATES, INC. 2121 ALTON PARKWAY, IRVINE, CA. 92714 (714) 250 -1421 EMA -PUBLIC WORKS APPROVED FOR CONTRACT ADMINISTR.A.TION q/~?:0/11 DATE 9·'ll.o-4.\ DATE DEVIATIONS FROM O.C.E.M.A. STANDARDS: 1.) GRADE IS 9.007. 2.l 14' RAISED MEDIAN WITH CURB 3. 10 FOOT PAJN1ED MEDIAfl 4.) HARD SCAPE ADJACENT TO MEDIAN (MOW STRIP) WILL BE 2 FECT WIDE 5.) 5' WIDE SIDEWALK 6.l RI'!/ WIDTH 78' AND ~q;_/ / , ,:0 /-' • '<,,<" .• c::.·_,,;;_ / ' /' ""7·.,. l>(,,.,t,,<>U~$:t....,.~•·f c{ , :.,,:~·:p,-::.-/L~/l.,4 , t~· --47 -~, APPROVE FOR STANDA~6,.!lEVIAflONS DIRE'CTJR OF I' --- UTILITY PHONE NO. ·~· SO. CALIF. EDISON (714) 859-5 253 PACIFIC BELL TELEPHONE (714) 966-6 216 SO. CALIF. GAS CO. (714) 634-3 106 LAGUNA BEACH COUN'!Y WATER DISTRICT (714) 494-1 041 1Rv1NE RANCH WATER DISTRICT (714) 476-7 50D CDMMUNl1Y CABLEVISION {714) 721-6 226 THE IRVINE COMPANY (AG. DIVISION) (714) 544-8 890 UNDERGROUND SERVICE ALERT 1-800-422-4133 PREPARED BY: 'fHE • FJ.ANlfIJW ~ • CIY!f. ENCJNEZJU/'tf; KEITH ~ ARCBl'F'Zt:fflllX ~ U.N.D:SC'J..PZ -ARCHTTSCTU!U COl\1PANIES • UXD SURYJ:YJNG • CC/'iST!l!KTfON ii.ANACIJIENT 2995 REDHJLL AV~. COSTA MESA, CA 92626(714)540-0800 ~ , . , I '-V, 1/ -✓ijf/ • _:S,:'.-(3-~/ ~,·,_~~,w..i? '7~ ,; '-~/.,:,{;,t.,:,.~__,,/ f A V11LlJAM E. \111EELER R.C.E. 41243 DATE STORM DRAIN PLANS LINE B & LINE A CINTERIMJ 1(.~ /b~A 17~ 11;,!:::li, LINE A STA.7+63.28 TO STA.11+19.18 [ULTIMATE: LINE A STA, 12+55.70 TO STA. 20+00.00 LINE A STA. 20+00.00 TO STA. 26+85.68 IRRIGATION AND PLANTING PLANS I,t=ra STA. 10+00.00 TO STA. 21+50.00] io!=t.,:;J STA. 21+50.00 TO STA. 33+00.00 -IRRIGATION z,F28 STA. 33+00.00 TO STA, 36+70.00 22 !=2't IRRIGATION DETAILS 22,121A I RR I GA TI ON DETAILS L-4~- j 24~ LIMITS OF PERMIT 1S~ CONSTRUCTION ACCESS EkH!BIT RETAINING \./ALL PROFILE 2, Fc3 WALLS A 8 S '17 ~ WALLS D S E l'< ~ WALLS C 8 C-1 zq~ WALL F - ,o ~ TRAFFIC INTERCONNECT CONDUIT PLAN IR\.ID DOMESTIG & Rt.CLAIMED WATER ·,1 \.J..cj> TITLE SHEET ~2\.1-'2 VICINITY & LOCATION MAP.INDEX & NOTES 1-;W-,a, PLAN & PROFILE STA.1O+OO TO STA.2O+65 14W-"? PLAN & PROFILE STA.1O+OO TO STA.14+OO 1¾\.1-~ DETAIL SHEET ) ' I l)GTAtL S!IEf.T IR\.ID BOOSTER PUMP STATION & RETAINING \./ALLS >tRET~ TITLE SHEET 1iRET-<§ VICINITY & LOCATION MAP.INDEX & NOTES -; 'I RET--9 PLAN VIE\./ 1.10RET-<i" PROFILE l REQUIREMENTS 4/ RET-9 WALL SECTIONS GENERAL TELEPHONE OF CALIFORNIA l.f1-L/-7 COMMUN l TY CABLEVISION COMP ANY l{g. 4 "/ SOUTHERN CALIFORNIA EDISON ' "RE[lJRD DRAWING" ,\ EXTENSION OF WALL "F" lil!i /4\ l.fl.W. D. PUMP STI\Tl□i'I REVISI rJNS ,, ' , /3\ CHANGE T□ N□N·IRRIGITATEO 5EEO MIX /,\ MEDIAN DRAIN SYSTEM ADDED 11 ll /l\ EL"'Gt'. rec. t"li,\J1:::r:, 122.v NO. ' DESCRIPTION SHT. APPROVED ' Rl"\IISIONS 1□-2583 51~3 11-:m.52 11-rl•Sr DATE ) (' ' .., -<. V T - ':L: (<> -· '-"-~ .... 0 ~ \/1 \/1 [ STA~JDARD NOTES· I, ALL \IORK SHALL BE IN ACCORDANCE \JITH THE GRADING CODE OF THE COUNTY OF ORANGE AND ANY SPECIAL REQUIREMENTS OF THE PERMIT. A COPY OF THE GRADING CODE AND MANUAL SHALL OE RETAINED ON THE JOB SITE \JHILE \JORK IS IN PROGRESS. YHEN REFERENCED ON THE PLANS, A COPY OF EMA STANDARD PLANS SHALL ALSO BE RETAINED ON THE SITE. 2. GRADING SHALL NOT BE STARTED YITHOUT FIRST NOTIFYING THE DISTRICT GRADING INSPECTOR. A PRE-GRADING MEETING ON THE SITE IS REQUIRED BEFORE START OF GRADING YITH THE FOLLO\IING PEOPLE PRESENT, OYNER. GRADING CONTRACTOR. DESIGN CIVIL ENGINEER. SOIL ENGINEER. GEOLOGIST. DISTRICT GRADING INSPEC- TOR AND ~HEN REQUIRED THE ARCHAEOLOGIST AND PALEONTOLOGIST. THE REQUIRED INSPECTIONS FOR GRADING WILL BE EXPLAINED AT THIS MEETING. 3. AN APPROVED COPY OF THE GRADING PLAN SHALL BE ON THE PERN!TTED SITE WHILE ~ORK IS IN PROGRESS. 4. CUT AND FILL SLOPES SHALL BE NO STEEPER THAN 2 FOOT HOR- IZONTAL TO l FOOT VERTICAL (2,ll EXCEPT WHERE SPECIFICALLY APPROVED OTHERWISE. 5. FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 907. RELATIVE DENSITY. AGGREGATE BASE FDR ASPHALTIC AREAS SHALL BE COMPACTED TO A MINIMUM OF 95% RELATIVE DENSITY. MAXIMUM DENSITY SHALL BE DETERMINED BY UNIFORM BUILDING CODE STANDARD NO. 70-1 OR APPROVED EQUIVALENT. AND FIELD DENSITY BY UNIFORM BUILDING CODE STANDARD NO. 70-2 OR APPROVED EQUIVALENT, 6. AREAS TO RECEIVE FILL SHALL BE PREPARED AND APPROVED IN URIT!NG BY THE SOIL ENGINEER AND THE BUILDING OFFICIAL PRIOR TO PLACING FILL. 7. FILLS SHALL BE BENCHED INTO COMPETENT MATERIAL PER EHA STANDARD PLAN NO. 1322 8. ALL EXISTING FILLS SHALL BE APPROVED BY THE BUILDING OFFICIAL OR REMOVED PRIOR TO PLACING ADDITIONAL FILLS. 9. ANY EXISTING IRRIGATION L[NES AND CISTERNS SHALL BE REMOVED, OR CRUSHED iN PLACE. AND APPROVED BY THE BUILDING OFFICIAL AND SOIL ENGINEER. 10. STOCK PILING. OF EXCESS MATERIAL SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO EXCAVATION. II. THE DESIGN ENGINEER AS A CONDITION OF ROUGH GRADE APPROVAL SHALL PROVIDE A BLUE TOP YITH ACCOMPANYING WITNESS STAKE. SET AT THE CENTER OF EACH PAD REFLECTING THE PAD ELEVATION FOR PRECISE PERMITS AND A BLUE TOP UITNESS STAKE SET AT THE DRAINAGE SUALE HIGH POINT REFLECTING THE HIGH ELEVATION FOR PRELIMINARY PERMITS. 12. ALL TRENCH 13-ACKFILLS SHALL BE TESTED AND APPROVED BY THE SOIL ENGINEER PER THE GRADING CODE. 13. THE ENGINEERING GEOLOGIST AND SOIL ENGINEER SHALL AFTER CLEARING AND PRIOR TO THE PLACEMENT OF FILL IN CANYONS, INSPECT EACH CANYON FOR AREAS OF ADVERSE STABILITY AND TO DETERMINE THE PRESENCE OR ABSENCE OF SUBSURFACE \./ATER OR SPRING FLO\./ IF NEEDED SUBDRAINS \./ILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF FILL IN EACH RESPECTIVE CANYON. 14. SUBDRAIN OUTLETS SHALL BE COMPLETED AT THE BEGINNING OF THE SUBDRA!N CONSTRUCTION. 15. THE EXACT UJCAT!ON OF THE SUBDRA!NS SHALL BE SURVEYED IN THE FIELD FOR LINE/GRADE AND REFLECTED ON AS-GRADED PLANS. 16. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY THE ENGINEERING GEOLOGIST TO DETERMINE IF ANY SLOPE STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGIST SHALL SUBMIT RECOMMENDED TREATMENT TO THE BUILDING OFFICIAL FOR APPROVAL. •• 17. \./HERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST ANO SOIL ENGINEER, THE SOIL ENGINEER SHALL SUBMIT DESIGN. LOCATIONS AND CALCULATIONS TO THE BUILDING OFFICIAL PRIOR TO CONSTRUCTJDN THE ENGINEERING GEOLOGIST AND SOIL ENGINEER SHALL INSPECT AND CONTROL THE CONSTRUCTION OF THE BUTTRESSING AND CERTIFY TO THE STABILITY OF THE SLOPE ANO ADJACENT STRUCTURES UPON COMPLETION.· 18. WHEN CUT PADS ARE BROUGHT TO NEAR GRADE. THE ENGINEERING GEOLOGIST SHALL DETERMINE IF THE BEDROCK IS EXTENSIVELY FRACTURED OR FAULTED AND YILL READILY TRANSMIT YATER. IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND SOIL ENGINEER. A COMPACTED FILL BLANKET YILL BE PLACED. 19. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS AND SUBMIT A COMPLETE REPORT AND MAP UPON COMPLETION OF THE ROUGH GRADING. 20.THE COMPACTION REPORT AND APPROVAL FROM TliE SOIL ENGINEER SHALL INDICATE THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED 111TH THE METHOD OF OBTAINING THE IN-PLACE DENSITY. IIHETHER SAND CONE OR DRIVE RING ANO SHALL BE SO NOTED FOR EACH TEST SUFFICIENT MAXIMUM DENSITY DETER- MINATIONS SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 21. THE SOIL ENGINEER AND ENGINEERING GEOLOGIST SHALL PERFORM SUFFICIENT INSPECTJONS AND BE AVAILABLE DURING GRADING AND CONSTRUCTION TO VERIFY COMPLIANCE 111TH THE PLANS. SPEC- lFICAT!ONS AND THE CODE IIITHIN THEIR PURV!EY. 22. THE CIVIL ENGINEER SHALL BE AVAILABLE DURING GRADING TO VERIFY COMPLIANCE 111TH THE PLANS SPECIFICATIONS CODE AND 23 ANY SPECIAL CONDlTlONS OF THE PERMIT lllTHlN THEIR PURVlEl./. • THE PERN!TTEE IS RESPO!-IS!BLE FOR DUST CONTROL MEASURES. 24. SANATARY FACILITIES SHALL BE MAINTAINED ON THE SITE. 25. THE LOCATION AND PROTECTION OF ALL UTILITIES lS THE RESPON-S!B!l.!TY OF THE CONTRACTOR. 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS SHALL BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING. 27. ANY EXISTING WATER IIELLS SHALL BE ABANDONED IN COMPLIANCE 111TH THE SPECIFICATIONS APPROVED BY ORANGE COUNTY. HUMAN SERVICES AGENCY, DIVISION OF ENVIRONMENTAL HEALTH. 28. PRIOR TO FINAL APPROVAL THE CIVIL ENGINEER SHALL CERTIFY TO THE BUILDING OFFICIAL THE AMOUNT OF EARTH MOVED DURING THE GRADING OPERATION. 29. THE PERM!TTEE SHALL COMPLY I/ITH THE GRADING CODE REOU!RE- MENTS !JHEN AN EXCESS OF 5,000 CUBIC YARDS OF EARTH IS TRANSPORTED TO OR FROM A PERMITTED SITE ON PUBLIC ROAD- 1.'AYS. 30. ASPHALT CONCRETE SHALL BE CONSTRUCTED PER THE REQUIREMENTS OF EMA STANDARD PLAN 1805. 31. AGGREGATE BASE SECTION SHALL BE CONSTRUCTED PER ENA STANDARD PLAN 1804. 32. ALL CONCRETE STRUCTURES THAT COME IN CONTACT !J!TH THE ON-SITE SOILS SHALL BE CONSTRUCTED YITH TYPE 5 CEMENT UNLESS DEEMED UNNECESSARY BY SOLUABLE SULPHATE CONTENT TESTS CONDUCTED BY THE SOIL ENGINEER. . 33. EXPORT SOIL MUST BE TRANSPORTED TO A LEGAL DUMP OR TO A PERMITTED SITE APPROVED BY THE 01smrcT GRADING INSPECTOR. 34 SLOPES EXCEEDING 5 FEET IN HEIGHT SHALL BE PLANTED YITH AN • 'APPROVED PLAN MATERIAL IN ADDITION SLOPES EXCEEDING 15 FEET IN HEIGHT SHALL BE PROVIDED l.'ITH AN APPROVED IRRIGATION SYSTEM UNLESS OTHER!JISE APPROVED BY THE BUILDING OFFICIAL. 003CD02W D.H. 9/13/89 35. THE GRADING CONTRACTOR SHALL SUBMIT A STATEMENT OF COM- PLIANCE TO THE APPROVED GRADING PLAN PRIOR TO FINAL APPROVAL. 36. ASPHALT SECTIONS MUST BE PER CODE. PARKING STALLS SHALL BE 3~ A.G. OVER 5• A.B. DRIVE AREAS TO BE 3• A.C. OVER 10• A.B. (COMMJ. 12• A.B. CINDUSTRlALJ. OR PRIOR TO ROUGH GRADE RELEASE FOR BUILDING PERMITS BY THE DISTRICT GRADING INSPECTOR. THE SOIL ENGINEER SHALL SUBMIT FOR APPROVAL PAVEMENT SECTION RECOMMENDATIONS BASED ON •R• VALUE ANALYSIS OF THE SUBGRADE SOILS. AND EXPECTED TRAFFIC INDICES. 37. PRELIMINARY SOIL AND GEOLOGY REPORTS AND ALL SUBSEQUENT REPORTS AS APPROVED BY EMA/REGULATION GRADING SECTION ARE CONSIDERED A PART OF THE APPROVED GRADING PLAN. 38. ALL EXISTING DRAJNAGE COURSES THROUGH THIS SITE SHALL REMAIN OPEN UNTIL FACILITIES TO HANDLE STORM UATER ARE APPROVED AND FUNCTIONAL HO\./EVER IN ANY CASE THE PER- MITEE SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. 39, GRADII-IG OPERATIONS INCLUDING MAINTENANCE OF EQUIPMENT \./!THIN ONE-HALF MILE OF A HUMAN OCCUPANCY SHALL NOT BE CONDUCTED ~ET\./EEN THE HOURS OF 8:00 PH AND 7:00 AM DAILY. ON SUNDAY OR ON A FEDERAL HOLIDAY. 40. ROOF GUTTERS SHALL BE !NSTA~lED TO PREVENT ROOF DRAINAGE FROM FALLING ON MANUFACTURED SLOPES. 41. THE PERMITTEE SHALL G!VE REASONABLE NOTICE TO THE OIINER OF ADJOINING LANDS AND BUILDINGS PRIOR TO BEGINNING EXCAVATIONS IIH!CH MAY AFFECT THE LATERAL AND SUBJACENT SUPPORT OF THE I\DJOUN!NG PROPERTY. THE NOTICE SHALL STATE THE INTENDED DEPTH OF EXCAVATION /\ND UHEN THE EXCAVATION IIJLL COMMENCE. THE ADJOINING 01/NER SM/ILL BE ALLOIIED AT LEAST 30 DAYS ANO REASONABLE ACCESS ON THE PERMITTED PROPERTY TO PROTECT HIS STRUCTURE. IF HE SO DESIRES. UNLESS OTHERU!SE PROTECTED BY LAIi. 42. IN CASE OF EMERGENCY CALL, W\1 COUl EOINAE;□S IJORK TELE. NO., M4-:Zf4f2_ AT HOME TELE. NO., __________ _ 43. EOU!Pl1ENT AND 1/0RKERS FOR EMERGENCY \./ORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECES- SARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCK- PILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CON- STRUCTION OF TEMPORARY DEVICES I/HEN RAIN IS lMMIMENT. 44. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED 1/ITHOUT THE APPROVAL OF THE BUILDING OFFICIAL. 45. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH 1/0RKING DAY IIHEN THE 5-DAY RAIN PROBABlL!TY FORECAST EXCEEDS 40%. 46. AFTER A RAINSTORM ALL SILT AND DEBRIS SHALL BE REMOVED FROH STREETS, CHECK BERMS AND BASINS. 47. GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AIIAY FROM THE FACE OF SLOPES AT THE CONCLUSION OF EACH 1/0RKlNG DAY. DRAINAGE TO BE DIRECTED TOI/ARO DESILTING FACILITIES. 48. THE PERM!TTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT TRESPASS ONTO AREAS I/HERE IMPOUNDED I/ATER CREATES A HAZARDOUS CONDITION. 49. THE UNDERSIGNED CIVIL ENGINEER SHALL INSPECT THE EROSION CONTROL \IORK AND INSURE THAT THE VORK IS IN ACCORDANCE ~JTH APPROVED PLANS 50. ISSUANCE OF A GRADING PERMIT DOES NOT ELIMINATE THE NEED FOR PERMITS FROM OTHER AGENCIES 111TH REGULATORY RESPONS!B!LlTlES FOR CONSTRUCTION ACTIVITIES ASSOCIATED I/ITH THE I/ORK AUTHORIZED ON THIS PLAN. 51. ALL CONSTRUCTION VEHICLES. OR EQUIPMENT, FIXED OR MOBILE, OPERATED WITHIN 1,000 FEET OF A DWELLING SHALi.. SE EQUIPPED WITH PROPERLY OPERATING AND MAINTAINED MUFFLERS. 52, ALL OPERATIONS SHALL COMPLY WITH ORANGE COUNTY CODIFIED ORDINANCE DIVISION 6 !NOISE CONTROL). 53. STOCKPILING AND/OR VEHICLE STAGING AREAS SHALL BE LOCATED AS FAR AS PRACTICABLE FROM.DWELLINGS. _..,-- """'. ,{'·~' ~. '~'.s;_,·:f"·'_.~,,,,~.,<,,,l""'-~.1c"';;;./'"' • .:.:" <:r~_...... , .. ,jP"•,,'' ,, "RECORD DRAWINGS" ,-,~,,.-~,.,, / -/fi\ ,./THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION,'\, ,,-' SUBMITTED BY THE CONTRACTOR, INSPECTOR, AND CONSTRUCTION MANAGE-i f MENT STAFF AND ARE NOT THE RESULT OF A FIELD"AS-BUILT" SURVEY. 1,, j WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER IS \ ), NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS • \ WHIC~~VE J,3W,~_<?~RPORATED INJO THIS DOCUM .2' AS A RESULT. ;.'• 1, --zi-:;,," 7 ~/'--4",,?;?;; 4:1/i:;,-W ) ·,~~"--'"\, .. RIC_HARD T. ROBOTTA R.C.E. , DATE ;: .... _ .• •=-c> A I W ~ ••••• "'""'-~,~~".'¾.,-=::"b.":"..::-:::~. ·:·-~t,.,,,.,.-"·)''"'80 r""'"""-=~$:,c.¾:> ~,.;.-~;:_.,_zc:, /. R f W RtW ' STATJON !O+OO.oo TQ SIATlCN !A:r89 27 78' R/W . GRADE SECTIONS N.T.S. R/W 80'[0 2' 8' 25'[0 7' 7' B' 17' VARiES w 25'[0 R/W 8' 2' VARIES 5' OR 8'PER ~ PLAN -·" ~ 2% ~JI.fill .. -..... ·. . '27 iiflli;l I 11tfilii t ,-£,: lfl'fili11 '1-J- CABL<s T.11-=-;l RECL'JUEO WATE!I 0 S.C.E.1] CONDUfl'S ONLY STORM OfWN 0 GAS 0 UTELEPHONE CONDUITS ONLY a· T 10· a· SAND CANYON AVENUE N.T.S. STA. 1 o+oo TO STA. 19+00 R/W 78'0] R/W , 39'[0 39'0] 2' -8' _-'3 VARIES C.~BLE T.V-1 S.C.£.1] CONDUITS ONLY 31•[] RECLA!MEIJ l'IAF..R STORM DRAIN 0 a-l 10· 0 12 • I B' I C.L. PROFILE 1.70% SEWER 0 I ,o· 00'-'ESTIC WATER 0 0 GAS 0 5· s· e· SAND CANYON AVENUE N.T.S. STA. 19+00.00 TO STA. 30+06,90 RAW EARTHWORK. QUANTITIES ROADWAY GRADING REMEDIAL REMOVALS BUTTRESS /SLOPE STABIUZATlON CUT 140,000 120,000 96,000 8' 5' OR 8' "! PER PLAN; PER PLAN 2' UITI.EPHONE CONDUITS ONLY FlLL 73,000 !20,000 96,000 EXPORT 67,000 C.Y. 356,000 C.Y. 289,000 C.Y. NOTE: QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN ESTIMATE FOR BIDDING .;!'ID SHALL BIO A COMPLETE Joa. CONTRACTOR SHALL AL '>0 ADVISE OWNER AND ENGINEER OF ANY APPARENT DISCREPANCIES !N ESTIMATE. [i] VARIES STA. 16 + 64 TO STA. 22 + 52 I 2 I STREET PAVEMENT STRUCTURAL THiCKNESS . IS PRELIMINARY AND PROVIDED FOR ESTIMATING PURPOSES ONLY PRIVATE ENGINEER'S NOTICE TO CONTRACTORS CONSTRUCTION NOTES: GRADING PLANS C0 CONSTRUCT 12' TERRACE DRAIN PER DETAIL I, SHT. 102 0 CONSTRUCT 6' TERRACE DRAIN PER O.C.E.M.A. STD. 1321 (i) CONSTRUCT INTERCEPTOR DRA!N PER 0.C.E.M.A. STD. 1332 0 REMOVE EX!STlNG FENCE {5) REMOVE EXISTING CONCRETE ~ CONSTRUCT SPLASH ~ALL PER O.C.E.M.A. STD. 1321 0 PROTECT IN PLACE ffi ::::~:~~~ ~:::□:R:~:D:;:No~:~E~~~:'.Ls~~-s~:~1103 "=- G.~ coNsTRucr AIR BLO\.'N MORTAR DITCH PER DETArL 10. sHT. 102 (~j :□NSTRUCT 15' AIR BLOWN MORTAR DITCH PER DETAIL A SHT. 102A. 12 CONSTRUCT EROSION CONTROL BASIN PER DETAILS A-f SrlT. 106. ~~ CONSTRUCT SAND BAG VELDC !TY REDUCER PER O. C. t.:. M.A. STD, 1328 (4W x 4H) @ CO:-.ISTRUCT STREET DESILT!NG BASI!'i-VEHICLE ACCESS RAMP PER O.C.E.M.A. STD. 1329 STREET IMPROVcMENT PLANS CONSTRUCT s·• A.G. OVER 12" A.B. CONSTRUCT 6 .. CURB AND GUTTER TYPE A2-6 PER A .. P.W A. STfJ, 104-0-0C CONSTRUCT 5" MEDIAN CURB TYPE Al-6 PER A.P.W.A. STD. 104-0-0C CONSTRUCT 7 .5' S!OE'<ALK PER O.C,E.M.A. STD. 1205 CONSTRUCT 4.5' SIDEWALK PER O.t.E.M.A. STD, 1205.3!4!0 CONSTRUCT SURVEY MONUMENT TYPE •,,• PER O.C.E.M.A. STD. 1405 CONSTRUCT SURVEY MONUMENT TYPE •9• PER C.C.E,H.A. STD. 1406 CONSTRUCT TIMBER BARRICADE TYPE Ill WITH N-2 AND W-3I PER O.C.E,M.A. STD, 1404. CONSTRUCT LOCAL DEPRESSION PER O.C.E.M.A. STD. 1308 ~L" PER PLAN CONSTRUCT MEDIAN TAPER PER A.P.~.A. STD. 108-0-0C CONSTRUCT PARABOLIC FLARE Pm A.P.Y.A. STD. 109·0-0C SA\.J CUT AND REMOVE EXIST. A.C. DIKE l JOIN TO SATISFACTION OF ENGINEER CONSTRUCT 2' MO~ srn;p PER DETAIL 32 SHT. 102 CONSTRUCT PATTERN STAMPED MEDIAN PER O.C.E.M.A. STD. 1807 ;~URNISH AND iNSTALL #6 PULL BOX. "URNISH AND INSTALL #3 CONDUIT VIITH PULL ROPE. :'URNISH AND INSTALL 2" CONDUIT WITH PULL ROPE AND #5 PULL aox EVERY 200·. ,0~RNJSH AND INSTALL INTERCONNECT SPLICE CABINET PER DETAIL 38, CONSTRUCT MODIFIED SPLASH WALL PER DETAIL 39 SHT. 102. INSTALL 4" P.V.C. SCH. 40 IRRIGATION SLEEVE PER OETAlL K SHT.I21 V✓tTH CAPS AND PULLFOPE :SEVVER AND WATER PLANS F0R CONSTRUCTION NOTES SEE SHT. ! 13 THE EXISTENCE ANO LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST Of OUR KNOWLEDGE: THEil ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE .CONTRACTOR IS REOUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORM!NG WORK SHOWN STORM DRAIN p LANS ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK /60) INSTALL IS" R.C.P. CD-LOAD PER PROFILE) AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCON-~' INSTALL (TOTAL MINIMUM STEEL CLEARANCE OF 2-l/2"AT FLOWLINEJ 42" R.C.P. TRACTORS SHALL COMPLY WITH THE"OCCUPATIONAL SAFETY AND ·~ (0-LOAD PER PLAN) HEALTH REGULATIONS" Of THE U.S. DEPARTMENT OF LABOR. AND ;;2, WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL ~ CONSTRUCT INLET TYPC lI PER O.C.E.M.A. STD. 1302 RELATIONS"CONSTRUCTION SAFETY ORDERS." ~ CONSTRUCT JUNCTION STRUCTURE TYPE I. PER o.c.E.M.A. STD. 1310 THE CIVIL ENGINEER SHALL NOT 8E RE:SPONSIBLE IN ANY WAY FOR ~J CONSTRUCT JUNCTION STRUCTURE TYPE VI PER O.C.E.M.A. STD. 1315 THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE (o?) CONSTRUCT CONCRETE COLLAR PER o. c. E. M.A. STD. 131 7 OCCUPATIONAL SAFETY AND HEALTH REGULATIONS Of THE U.S. .>-<6611 DEPARTMENT Of LABOR OR WITH THE STATE OF CALIFORNIA \. 66.1 CONSTRUCT BRICK AND MORTAR PLUG. DEPARTMENT OF INDUSTRIAL RELATIONS"CONSTRUCTiON SAFETY (,6~7 ORDERS... ~') CONSTRUCT l /4 TON RIP·RAP PER PLAN AND PROFILE (ei) CONTRACTOR FURTHER AGREES THAT HE SHALL /l.SSUME SOLE AND ~ COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE; ,69) /~-COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF 7c,1 CONSTRUCT JUNCTION STRUCTURE TYPE rr PER O.C.E.M.A. STD .. 1311 / ;NSTALL !TOTAL MINIMUM STEEL CLEARANCE OF 2-I /Z' Af FLOWLINEl48" R.C.P. ID-LOAD ?ER PROFILE) , • CONSTRUCT BRICI< AND MOF7AR PLUG. !FUTURE BY. OTHERS) ~LL PERSONS AND PROPERTY : THAT THIS REQUIREMENT SHALL 8 -~PPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING 71, CONSTRUCT IMPACT TYPE ENERGY D!SS!FATOR ?ER DETAIL a, SHT. I02A HOURS. AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND , --' HOLD T,IE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL '-'.3, CONSTRUCT 50" DRAIN P!PE A RISER PER C.C.E.M.A. STD. 1327 UABILITY, REAL OR ALLEGED, IN CON[.JECTION WITH THE P~RFORMANCE(731 CONSTRUCT DOWNDRAIN TO PIPE TRANSIT JON PER o.C.E.tl.A. STD. 1331 qF WORK ON THIS PROJECT, EXCEPTING f.OR LIABILITY ARISING FROM ~ THE SOLE NEGLIGENCE OF THE OWNER OR THE ENt'INEER. ◊ CONSTRUCT INLET TYPE V. PER O.C.E.M.A. STD. 1305 -·@-.;oN&+RUG+-ENERG¥-[>!.S-SJl'-A+0R·RIN~E+.P.ER-gE-1'.Allc-c~ CONSTRUCT PIPE SLOPE ANCHOR PER O.C.E.M.A. STD. 1333 --16-GN-SHEE-T-102A~ ORANGE COUNTY I ENVIRONMENTAL MANAGEMENT AGENCY 1 DR. 14 (15880) Sheet 101 Of 136 ffi 1~§5• "RECORD DRAWINGS" SAND CANYON AVENUE l'YPICAL STREET SECTIONS & CONS i RUCTION NOTES . IJARK DATE OESCRIPTION PREPARED UNDER , /'/ ,. ' / / SHEET l!---~-~-------il SUPERVISION Of ,2:(/.p{,{,/d,,..,.,,, (/,.:(/,/ L if., ~ 1i------R™~s_,o_N_s ____ ➔~~=LL~l~A~M~£=~~~~~~~~LT£~R~~R~C~-~E.~4~1~=3-1;= DESIGNED /V\-r SCALE DATE: 01'/G. NO. ""-I I DRAWN PJ't1 lcHECK[D C.\'>R AS SHOWN MAY 1988 GRADING PLAN CONSTRUCTION NOTES~ 21C0,23JPF1 10707 17~ \'i -, --< 'f -• ::i::; "' <~ '-1-.. .,., cJ ..., . · ELEV," 2~-0• l,C, PLUS 0.04' TYP. 11~1,e• TY~\ C□NC. MOIi STRIP / C□NC STRENGTH-, -J-□-IN-'T..,S AND JOINT-PATTERNS TO MATCH MEDIAN CURBS 6' .,. u • "' PA\/EJlENT ·1/l!JTH TO THIS PlllITT 6' MEDIAN CUR.B • \ SURFAClNG NOTES: 1. "SQUARE OF, MOW STRIP O MEDIAN NOSE R.P. 2. 3. PROVIDE 5' TRANSITION FOR MOW STRIP TO MEET TOP or C.B., TOE D'RAIN. MEDIAN PAVING, F.!C. WHEN CLEAR DIMENSION BETWEEN MOW STRIF AND ADJACENT CONCRETE SJHUCTURE (C.!l. TOE DRAIN, nc.) BECOMES LESS THAN 2'-rf, INCREASE MOW STRIP WID1H AS REQUIRED TO MEET SAID STRUC!URE ' €)i---2_' _C_O_NC_R_E~T_E_M_O_W_S_T_RI_P_;_D_E;...;.TA;_l;....L_ 1. 2. 3. 4. /Al 7.1' 2.8' I s 2.8' • f-,-":=.---+..c..+--=·------'1,5· 2.8' 6"x6" W l.4xWl.4 ______ _,.. WELDED WIRE MESH @AIR ·BLOWN MORTAR DITCH 0 12' TERRACE DRAIN I ...__..;;,.;::;;;:...:.:..::...:=-=:.:..:~ CONmACTOR SH/\1.l. VERIFY AU. DIMENSIONS AND CONDmONS ON JOB. TVPIZ OF SOil ANO llEAl'IING VAU!E SUBJECT TO llUILDING INSPECTOR APl'ROVAt FOR AU.OWABI.E LATERAi. EARTH l'RESSUllE AND SOll llEARING VI\UIES, SEE SOILS REPORT (GEOTECHNICAL INVESTIGATION AND GRAll!NG PLAN 11EV1EW. SAND CANYON AVE, BY LEIGHTON AND ASSO!CIATES, INC.) l:Xl'END All FOOTINGS 12" MINIMUM BELOW IJNDISTIIRBED NATURAL SOil .5. L[:,. CONCRETE TO BE MACHINED MIXED 1:2-1/2:3·1/2,¥ MAX!MUM.OE.'1~1/~JlJU.J,!lNS OF _W/'TEll.l'EF!..SAC!t-OF-CEME!'IT· F C ~ 3250 PSl,;_:TYPE V PCC, ASTM C-150 Pee \ \ SPECIAL !N.SPECTION REQUIRED } -.,.._,._ ,,.,,-~-~~ ...... .,r.t-..,__,/ ......,, ·""--'-"'_,·,.......__,,,,.-_,.-"' s. 7. 8. 11). 11. -, 13. 14. 15. CON'CRETI,lf[ol::lt!r0S1::i>''FOR THE COJIISTAUCTION OF RETAINING WI\US SHALL BE HEAVYWEIGHT UNITS AND SHAU. CONFORM TO -THE REQUIREMENTS FOR GRADE •N• UNITS Ol' A.S.T.M. SPECIFICATIONS C-SO (UITEST REVISIONS). 'TYPE "M"MOIITAR: 1 PART CEMENT 3-1/::! PARTS SAND, 1/4 l'AAT LIME l'!JTTY CO?ING: 1 !'ART CE!JIEITT, 3 PAATS S/IND REINFORCING STEEL SHALL l'lE INTERMEDIATE GRADE llEFORMEll BARS CONFO!U.11NO TO A.S.T.M. SPECIFICATION AG15 (LATEST REll1S!ON) AND SHALL BE GRA!lZ GO !JILi.ET STEEL AU. RElli!FOBCINQ STI::EI.. TO LAP WHERE SPLICED 40 ll!AMETERS WITH A MIN!MUM U\I' OF 42·· REINFORCING BARS SHALL llE SET STRAIGHT ANO SECURED ACCURATELY IN Posmm,i. VERTICAL MORTAR-JO!l\lTS SHAIJ. BE STAGGERED AND CENTI:REO ON BLOCKS 01' EACH COURSE D!RECTL Y BELOW. AU. CELLS SHALL BE VERTICALLY AUONED !lO Af!, TO MA!l'ITA!N A 5• )( 5• MIN. CONCRETE VERTICAi. STIJ. (4 1/2" )( G·I/!,•" Fo:I l:z' CONC. BlOCltSl CALL BUII . .DINO DEl'AfITTl'EITT FOR INSPECTIOI-.S BEFORE POURING i'OO'TINGS ANO AOA!N BEFORE FlWNCl CEU.S WITH CONCRETE. UNLESS CITHER\"llSE Sl'ECl!'lEO, NO COi'!TltlUOUS INSPECTION IS REQUIRED. CELL WALLS ANO CROSS WEBS WHICH FORM CELLS TO BE FILLED SHALL BE FULL BEDDED IN MORTAR TO PREVENT LEAKAGE OF CONCRETE ANO ALL JOINTS AROUMD SUCH CELLS SHALL BE STRUCI, SMOOTH. 050' H 1"'1---#4012"0.C. -e" x 6" X Wl.4 x Wl.4 111::1112111 AIR BLOWN MORTAR DITCH SEE DETAIL 10 @,· MODIFIED SPLASH WALL 10. 17. 18. ,102 CELLS SHALL BE Au.ED \"/ITH CONCRETE IN LIFTS NOT TO EXCEED A HEIGHT OF 11'-<J" PROVIDE CLEANOUT HOLES _AT BIJTTOM OF EACH CELI. AND AT EACH LIFT OF CONCRETE. AU. MORTAR DROPPINGS OR DE!ll'l!S SHA!.l EE REMOVED FROM CEU.S AND CI.EA!IIOUT HOLES SHIW.. BE SEALED BEFORE CONCRETE IS PLACED. 11.r.?EFIFECT JQll,'TING AND WAI.!. SURFACES EXH!llffiNG DEl'l;CTII/E BLOCKS Wll.L BE REJECTED MID f..'lUST BE REPLACED AT NO COST TO THE O\!'Jl\lEFI. RETAINING WAU.S ARE NOT DESIGNED FOR SURCHARGE OF l'JW1NCl EQUIPMENT EQIJl?f.lENT SHOULD BE KEPT. SACK FROM TOP OF \'I/All A MINIMUM DISTANCE EQUAl. TO HEIGHT OF \'JAU. 111301/E FOOTINGS. CACI< FIWNG SHAU. NOT BE STA!n1'D FOR AT LEAST SEVEN DAYS Al'TfR THE FIWNCI OF THE CEU.S Wml CONCRETE. !:!lMEl'JSlONS AND NOTATIONS SUl'ERSEOE SCAU:: OF DRAWU\lGS. A WATER .PROOF COATING SHOULD BE APPUE!l TO THE BACK SICE OF AU. WAI.LS PRIOR TO REPI.ACEf.'lENT OF BACltFIU. l!.'lATI:RIAL, AND PRO?ER DRAltJAGE SHAU. BE PROll!IJED A\'!A'f FROM /\REA. FILL Al.I CE! ' S 'l'IITH GROUT. ALL AEr.'JFORCEtcl!:NT !l!W:t. BE z" CLE/JR AU. FOOTING REINFORCEMENT SHAU. BE 3"~. l'r.JST COURSE OF BLI:lelt !lKAU. Bl! E~llED iM CONCRETI: FOOTING 1 1/2" TO Ptl01lillE !lit~ !t:EV FOR \"JA!.L flO \"!AUS 13HALI. BE !lAC!!l'll.l.EO mmL UL TI!l'JATE STRENmll OF CONCRETE AND IOO}!Cl'!ETE GROUT l!l ~. . Pl.ACE 1/4" PREc:JQt.,m;:D El!P=tON JOlNT l'T!J.ER AT 11!'-ll' CENTER TO CIENiER t1/lltl'"Ul'!l GPACl:'JG Alll~JG t!W:10:Tt!V RETAl.',m~o 'l'/Al.L '!'WE II C!a!'.."3lf !ll-W.1. DE ~iF;;:;~~~~:;-')&,, '½,--·-·,.,_,_--,,_.,.~---· COl'J'ITIACT01'1 fllml"llZJnDIJ: l'OR ORAC!;~CI WJl\ll lllJl'IINQ BACitF!UJ.,".!G. SEE ~ l'IZ'tll'IT l'IErull'llr.:'~13 !JACm'IU. l'LJ\C:EEil ~IT. :i' '.I: 2·-# 4- r LEVEL BACK FILL TO TOP OF WALL --.----------n ........ ·-------------- i;.e.._•• f3.Af:.s T rs'\ RETAINING WALL STRUCTURAL DETAIL T 112" ---- 12_2/' (FOR WALL C-1) N.T.S .. 30. w RETAINING WALL STRUCTURAL DETAIL ( FOR WALL C) N.T,S. SPECIFICATIONS FOR RETAINING WALLS (CONT.) 4" DIA, DRAINS ~ 25' MAX. CENTER FOR WALLS ADJACENT TO SIDEWALKS OR CURBS, PROVIDE 4" CAST IRON OR ASBESTOS CEMENT PIPE UNDER THE SIDEWALK TO DISCHARGE THAU CURB FACE. EXPOSED WALL DRAINS SHALL SE LOCATED 3" ABOVE FINISHED GRADE. 31. SUBDRAIN PERV!OUS BACKFILL MATERIAL CONTINOlJS BEHIND RETAINING WALL, SHALL BE CLASS 2, 32 .. PROVIDE VERTICAL CONSTRUCTION JOJNTS AT STEPS OR 4Q' . MAX, O.C, ' 33 .. PROVIDE EXPANSION JOINT AT 40' MAX. O.C . 2 'OR I' (SEE TYP. RETAINING ,,_. } WALL SECTIONS. • '/ 5ECTl!JN A-A (T'YF.') @CONCRETE SWALE N.T.S. NOTE: WALLS H RETAINING WALL REINFORCING BARS ARE SHOWN FOR INFORMATION ONLY. RETAINING WALLS TO BE BUlLT PER A SEPERATE PERMIT. TABLE I : TYP. RETAl~HNG WALL SCHEDULE H, H, t T K w "A"BARS "B"BARS "C"BARS "D"BARS CONDITION WALL C 4'-0" 4'-0" -r-ct· l'-6'" 2'-0.., 2'-2" ll4 Cl 12" ll5 (j 16" -#4 a an NAT SLOPED TOP B LEVEL TOE WALL C 6'-0" 4'-0"' 2·-cr· 1'-0" 3•-0·· 4' .. Q" 2· ... a" #4 Cl 12" ll5 Q 16" 115 0 8" ll4 (! 8" NAT SLOPED TOP 8 LEVEL TOE WALL C 8'-0" 4"-0" 4'-0 .. 1'-6 .. s·-o· 5'-5" 2'-8" #4 !l 12" 115 ll 8" :.ts a a .. 114 Cl 8" NAT SLOPED TOP 8 LEVEL TOE . WALL f 2'-0" 2·-0·· -1'-0" 1' -C/ -1'-2" #4 ll 12" #5 (! 16" -#5 0 16" . SLOPED TOP a LEVEL TOE WALL D,F 4'-0" 4'-0"' -r-O" 1'-0"' 1'-0" 2'-8 .. ll4 0 12" #5 Cl 16" -ll5 Cl 16" SLOPED TOP fl LEVEL TOE WALL A.D.F 6'-0" 4'-010 2'-0" l"-0 .. 1'-6" 2'--6" 3"-2" #4 Cl 12" #5 0 16" 115 o e· #5 0 16" SLOPED TOP S LEVEL TOE WALL F 8'-0" 4'-0"' 4 '-0" 1'-6'' 2·-0· 2'-6'' 5'-8" li4 G 12· #5 0 8" 05 0 8" t.!5 (! 16" SLOPED TOP 8 LEVEL TOE WALL C-! 3'-0" 3'-0" -1'-0" 0'-6" -1'·8" >------+---l--l--+---+---4---·· --->-'~~~-114 □ 12" #4 0 12" -#4 0 .d 0 LEVEL TOP 8 TOE • -- WALL C-1 2'-0" i'-0" 1'-8" 114 (! 12" <15 0 16" -115 I:! 16" LEVEL TOP 8 TOE T•"'" WALL 5'-0" 5'-0" -l'-0" 2'-0" l'-0" 1'-8" #4 a 12" #5 [J 16" -. #5 !l 16" DETAIL E SHEET 106 MIN. TOE COVER 2'-0" 2'-0" 2'-0" l'-0" r_n" l'-0" r-o" 1'-0" 1'-0" ', !'-0" DR, 14 (15886) Sheet 102 Of 136 ' . • SLOPING BACK FILL TO TOP OF WALLS A,E AND FJ _,... d I . ' '' • ORANGE COUNTY ENV I RONHENT AL MANAGEMENT AGENC' SAND CANYON AVENUE CONSl'RUCTION DETAILS 114 CJ 12· #5 □ 16" 115 CJ 8" #5 0 16" SLOPED TOP 8 TOE 114 0 12" 115 O II" #5 is 8" #5 0 16" SLOPED TOP !I TOE 2'--6" 2'-6" WALL B,E 6'-0" 4'-0" 2'-0" 1'-0" 1'-0" 1'-0" 3'-8" l-"''-='-="'--+--'--+----'-+---'-!--'---+--'~1----1--1----+-----+--"--'---l-----+----------+-=--"-------I 1i' IO·i'!S "RECORD DRAWINGS" WALLE 8'-0" 4'-0" 4'-0" 1'-6" 1'-0" l'-0" 6'-6" L'!.o. 93 , • -- , .. WALLS D, E,F AND TEMPORARY. WALLS ARE PERMIT NO. NR9106110005 WALLS A,B,C,Cl,PERMIT NO. NR9106110004 i!'D:::Ee:,S,_,l G::.:H:.,EO~~"'m'i==r===e-=--1 SC Al E llA TE 1111G. IIO. DRA\lll 'P:T.'= IC!JECKED <:.J3R AS SH0'111 IIlilll ~ • FILL UNSUITABLE EXCAVATION 11 RECOMPACT!ON, LIMITS TO SE DETERMINED IN THE FIELD flY THE SOILS ENGINEER UNCLASSIFIED EXCAVATION UNCLASSIFIED FILL/IMPORT BORROW £. ROADWAY J,, CUT \J/ EARTHWORK PAYLINE (TYP.) N.T.S. t' ' ~·""---,, EXIST GROUND ~ ~,,_ ~ ~~ ~~ ,,,, .• ,:5 ~ '\•, .. l' _ __,,~-~" ,~rREco~o DRA~1NGs" --~~"~°"'", { TH!.';SE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION '\_ t __ SUBMITTED av Tl'lE CONTRACTOR, INSPECTOR, AND CONSTRUCTION MANAGE-ii '.> MENT STAFF AND ARE NOT THE RESULT OF A FIElD"'AS-SUiLT" SURVEY. y / WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER IS :;;:, d NOT RESPONSIBLE FOR.ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS \ \'c,~,,~.WK~¥~:;1~~1N_C_2RPORA;2if'O THIS DO~~;,%! A RESULT. ;:: J:;"':1 ' RICHARDT. R?BOn_:A·"'h-'R.f~I::."""~-/!)ATE // :•,~~, /'¾, __ _,/ ,,, • .-, 1 SUBDRAIIII. ""·•-:,:e:,°''""" ·='"/"',._~ :aJDT I -f EXCAVATION FILL {{ I "~ !• // .,. EXIST. ~ ~ ~ ,,-GROUND LIMIT OF REMOVAL -' , 11 TH FIELD) llY THE ENGINEERING GEOLOGIST, ~\ ' ' " " "'-, ",,_ ", " ' I L!MIT OF REMOVAL. ' '-... ... " i_EGEND rill] UNSUITABLE EXCAVATION II ' ' ~ RECOMPACTION, LIMITS TO BE DETERMINED IN THE FIELD BY THE SOILS ENGINEER. [Il]ffi UNCLASSIFIED EXCAVATION ~ UNCLASSIFIED FILL [] CLASS 2 MATERIAL , , , , , , , • , ITO BE: DETERMINED IN ' ' ' ' ' ' THE FIELOI BY THE 1, , , \ ', '.., ''-'" ... ~~ ENGINEERING , , , GEOLOGIST, b.:-. ~ rh' --'- I ·14 :.... I [ 6" SELECT GRANULAR BEDDING !-lL-J COMPACTED TO 90% MAX. DENSITY, EXCAVATION PAYLINE AT CANYON SUBDRAIN N.T.S. LEGEND ..;!;. _,1:. DAYLIGHT LINE -z,o-Pf<OPOSED CONTOUR CUR 8 8. GUTTER ----RIGHT-OF-WAY -----HINGE POINT ==-co-"°· TERRACE DRAIN caecc== INTERCEPTOR DRAIN ~···-"'· BROW DITCH / ;)PLASH WALL ==-=-= !)TORM DRAIN RETAINING WALL 1.C. TOP-OF-CURB F.G. FINISHED GRADE F FILL C CUT N M,J. D. I. f...f:. F,:_, N~.TURAL MECHANICAL JOltJT DUCTILE IRON FLANGE END FLOW LINE T.W TOP-OF·Wt,LL T.F TOP·OF·FOOTING ! I EXISTING PROFILE LIMITS OF □VEREXCAVATI□N Ci. EDGE --·· CURB SAND CANYON FINISH GRADE -+---i ' .5 FOOT---:' PROPOSED VERTICAL \._ 1 • "-71 " "· / COMPETENT MATERIAL TYPICAL SECTION □VEREXCAVATI□N IN CUT AREA EXISTING PROFILE If LIMIT OF PROPOSED DESIGN SAND CANYON FINISH GRADE EXISTING NATURAL SLOPE I ' I TYPICAL REMOVALS IN COMPETENT MATERIAL SECTION FILL AREA FILL SLOPE ~:-:, BE C/)[Sj\_1[R7C.:0 Ti! r.:.:_ 7:,:_c,rr \\'!(H .t:.. ')!['~lf/L\l / ~ .. [:[[::;' P~c) '"' q_ v,:c.,r v:~> 1\: -:::.,[. FILL OVER CUT SLOPE •~·, ~-:)N'.•.,::,,T l~[i,',:---' ,"',[Yj ~-,'.A'( 2-E 8,'--Sf. l: 1;r,1 t:..', :·i__•t:,c. ~-_:E!_[: C('.J• .. f:,111-:Jr,·,:.; BENCHiNG DETAILS (N. T.S.) CUT L..t\f:;1,,1, __ /.1~ ~k~ f .. Rt:.l 1;> ·J·/f:YS'ZC: S,0 (Ul [r ~t ,'.:CH,JPi','.::;T['.J 7"(J ·?Cl':; ~EL/< r:'-/r CC•t,i~'M. T1CN PROFILE ALONG WINDROW OVERS!ZES CAN SE PLACED _(Til:"!1 . .R. ON A COMPACTED FILL. SURrACE Qfi. !N A TRENCH DUG INTO COMPACTED FILL AND THEN SURROUNDED WrTH GRANULAR SOIL WHICH SHOULD B'E DENSIFIED BY FLOODING. (GRANULAR SOIL SHALL MEAN ANY SOJL WHICH HAS A UNIFJED SOIL COMPACT1m~ SYSTEM [UBC29·-1] DESIGhlATrON OF SM. SP,· SW, GM, GP, OR GW WJTH SF: ~ 20). 1.,-GRA~ULAR SOIL CAN BE PLACED IN STAGES {FOR LARGE ROCKS), OR ~ \ AT ONE TIM[ (rQR SMALL ROCKS) --: ···· / \l •·· .-\ 1•,1rn1,• COMPACTED / ~~-. -LARGE ~ FILL SURFACE •• • ' ROC<< I""--\ ,.,--~l~ --,_-::s:..·-Jj\,.--~ /i(' SMALL • • •• J • • _--/ i ROCK) "---_- ... -... _ .,./ / \ ~ "· ROCK PLACEMENT DETAIL ROCK DISPOSAL DETAIL (N.T.S.) 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Gt:0 rs (Ht,WJL COt~')i;i_ r/di 1 ~,'<J~U O:-.i '.,l_jHS;JRt N,";[ CW~DiliQ'.-J'.) f.;,:'.i=-0',:f, fj!_Ji?!i'-J!.~ G!'~'.41;:r-1(; SIDE H!LL FILL KEY DETAIL_ (N. T.S.) U.MVV, ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY l~AND SCALE CANYON AVENUE DETAILS DATF: OWG. NO. SHEET {03· 4 or-'!'I 'f3:tr• 1../\ STATION CU. EXC. YDS. · FILL I ,/ I I .. ' .. i I ' .. 11+00 4,148 0 12+00 4 852 0 13+00 4869 0 14+00 4,759 0 15+00 4,574 0 16+00 4 481 0 17+00 5 019 0 18+00 5 926 0 19+00 20+00 6 463 0 DR. lie (15886) Sheet 1.04 OF 136 ' i i I j I I ! \ f I j 5,926 444 21+00 4,278 1870 22+00 SAND CANYON STATION EXC. cu. Fr~L YDS. I ' I i ' \ \ \ \ \. \ AVENUE ! STA,10+00.00 HJ STA,21+50.00 I l I MARK DATE DESCR!PTlO" PREPARED utmER/:,✓• ---~-~~-----------oSUPERVISlON OF6,.;r/ i REIIISiotlS WILLI W I OES!GNEO /Vi 7' SCALE DATE l DRA\IN PT CHECKED C.);)B, AS SHOW!! SHEET rm. / •P• 1"•40' ROUGH GRADING PLAN SHT,1 • 21C0,23JPF• 10707 175 14-Dee-09 11:52 AM/ 10797-00-3!02 J)lt. z . ..., 0 0 a "' + . < .... "' 0 ... 0 0 p V) STATION 22+00 cu. YDS. \ \ \ \ , ' \ EXC. FILL \ \ ' I \ , ' \ \ ' \ ' \ \ 2907 2,481 ' \ 23+00 1852 1,833 24+00 2704 1778 25+00 5 648 2,296 26+00 7 981 2630 27+00 7 2907 28+00 7944 3 611 29+00 10 61 I 4185 30+00 10 463 5778 3 i+OO 9 389 5 981 9593 5,185 33+00 ' , ! I , I fil 1~°i5 "llE[□RO DRAWi NGS" ,, ,., /) t> j (t~ .. -•"" DR. l!! ( 15886) Sheet J 05 OF 136 STATION EXC. cu. FILL YDS. ._. ___ ,, __ ..... _"_',_"~··· . ·-···-·- ORArJGE COUtJTY ENVJRDNNENTAL MANAGEMENT GRADING PLANS FDR· \ • • ~ AVENUE CT SAND CANYON Sl'A,21+5(1.00 TO STA, 33,00.00 SHEET ~ b OF 'f'I ~::$ 0 ROUGH GRADING PLAN SMT.1 -21[0,23JPF• 10707 175 ::c: "' d -, Vl I I I I I Ill 11 "' \:l ~ till : I ¥ 7-_.l_~ILLL! _lLL ·---''--- -r1e l>J-ro _/ EXIST. 5LDPe I ,u· 5ECTIO\'-J A-A \ ' \ / I • / I I "RECORD DRAVv'INGS" THESE RECORD DRAWINGS HAVE SEEN PREPARED BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR, INSPECTOR, ANP CONSTRUCTION MANAGE- MENT STAFF AND ARE NOT THE RESULT OF A FIELD"AS-BUILT" SURVEY. WHILE THIS INFORMATION JS BELIEVED TO BE RELIABLE, THE ENGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. R.C,E. PATE 1□·25 \ \ \ \ \ \ \ \ \ ! \ I \ ' \ ' \ \ \ l l ! ' --1 DR. 14 (15886) Sheet 105A QF 136 1 /2 0 2 E. "± . 3. J.nchGs on or·l.ginol drcwlng PREPARE:[) BY ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY ACCESS RAMP @ STA .• 36+70 I ill 93 "RH□HD DRAWINGS" . -~---¼-====----====-------" Mi\f';.K DATE D[SCRIPT1GN ?RE~ARED UNDER l-'-'--...cc,_.c__c..=..,__---==-:c.=__:_:.c:::.:..._-1suPERV ! s 'i ON bF --====- REV! SI ONS SHEET ~ DES! GNED=·-=--=-=··""·r=···=====-I SCALE DA TE DliG. NO. b A OF 1./"! -------------------------------------------------~=~-------~------,,..."'-=------------------"'--------------------------------------------1.□:,;:R:,::A;;;Ut;:_i ==a=..l.;;.,CH:;,;'E;,;:.C,;;;KE;_:;.D:_.==-l:";,;;"S:,_S;;,:H;;!;!D:::,UN~· J..i ___ l....,. _____ ..J,..;~~:::;· ::_· _J "'r°40* ST. IMP. ST!'L10t00 10 STJ\.20t-OCJ -21 W,231Pfl 10707 !Ol 31-Aug-92 0,3:3~-'i PM/ 10707.00-3102 r, ..., -c V, T - t .. ,' ,3. !,.,. V' d .., 7::1 • STATION CU,. EXC. YDS. F!LL . i I / /'" .✓ / x_,' / /, / / \ I I I i ! I ! • 33+00 I ' j I J ! f 34+00 35+00 36+00 37+00 38+00 39+00 40 00 5 981 1296 0 0 0 0 0 0 5 833 6 24f 7 204 .. 6;000 .. ~-Ir-• 3,463 • ''2.2 .,• 907 93 ? ' . / ,..,._i.; Pe r:;;,;,;;::;::4,,_ •,4• o,J :·S,L,~ 107 I" . . - ., •' ' ,, 3 !C) F.'S. ELEV. I E.M.A. STD. 1332. l\i 4100 £ ID5{5 "REC□RO DRAWINGS" fil 5.g3 EXTENSl□l1DFWALL "F" STATIO:sl EXC. cu. FILL 'l'l:l3. DR. g (15886) She.et 106 OF 136 GRADING PLANS FOR SAND CANYON AVENUE EXTENSION OF RETAINING Wl'.l.LL "F'' STA, 33•00,00 TO STA. 36+ 70.00 AS SHOW.I o' ..., iii Gll'.,"'I= wrrn TYF'E N-'2, Wat 8/GN6 GAT/': PE/'<. OGEMA G\2i1)-¢)-0C 70 BE LOCA.TED AT STfl/ON '28-/-40 ~/DE '2@ /0' AWEU3 FO/'< ea· OPEN!!-lG. TYPE ]Il ~IONJE PEF:. STRIPING PL/"NS ---------~- . 111 ' ' =.a' _;5.,,_--i------"''c,"-------+--"'~'-"~"--- \ AIR E:Jw:)WrJ ~ orrCH I I I ;?o1.-e:3 ! / F'S, / / SECTION 8-B T I A.6-M. c:::11-rCH L.-PER cierAlt... IO, 5,-,es, 1oe -, --8 £5113_ F.S. I . 0 :-3 ----I 18~ 51Z::)RM i--"Mc--+c::)~1'i::l-..__ ,, "RECORD DRAWINGS" THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR, INSPECTOR, AND CONSTRUCTION MANAGE- MENT STAFF AND ARE NOT THE RESULT OF A FIELD"AS-BUILT" SURVEY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. RICHARDT. ROBOTTA R.C.E. In I I I f?I. =Z7/. 76 DR. 14 (15886) Sheet 106A Cfl36 1/2 n u 2 3 inche,3 on origlnol drowin.g 1□-Z5 ffi 93 "RECORD DRAWINGS" PREPARED BY ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY ACCESS RAMP @ STA.30+50 MARK DATE DESCR IPT!ON PREPARED UNDER I SHEET F::=c::.:.;..:..::.,. _ __;=.;:,:.;,,;;__;-'-----'ISUPERV Is I ON o0 --------1 =_, ..._ REVISIONS___ - i,'D:'.':E:'.'_S3..:lG~,N=ED"-====;,====='--i SCI\LE I DA TE DIIG. NO. 11A OF 44 i\$ SHOWN ! j~ DRAWN CHECKED tMP. STA.1Lh00 TO S1A.20"-0C -21 (0,20JPF1 107'07 lOl 31-Aug-92 O:)d3 PM I i0707,00-31C2 ._JJ 0 + V\ ' STATION cu. YDS. · FILL / ' ' ! • / ' ! I \ \ ! ' I j ! TKACt f;f 2 13703 ' \ \ TKACT fY.£ f!J?0.3 ! • / / ' \ \ • • . . I I ! I: :' . ; \ ' / . I ' / I \ \ 136 EXC, cu. FILL YDS. \ ' I . , @) CONSTRUCT SANDBAG VE LOCI.TY REpLJCf'=R . / .' •. . 1 PER o.c.E.M.A. STD.: 132a. (tYPt 4 ;BAGS. WIDE k 4 BA'Gs HIGH ® .CONSTRUCT, STREET .DESILTING BA91N-VEHIQLE / ACCESS RAMP PER 0.C.E.M.A. STD, 1;329. ' .· j i / • I / I l I ! I I / ! I I / I ! / j ' / ' 3 J/Dch~A/ on ORAtJGE COUtJTY ENVIRONMENTAL MANAGEMENT • ' • . AGENCY EROSION CONTROL PLANS FOR SAND CANYON AVENUE STA,10+00,00 TO STA,21+50,00 m-i'5· ffi 53 "RE[lJRD DRAWINGS" Es"R!"TIOI' PREPMlED UIIDER , HARK DATE O • ' ' SUFERV!SIOJI Of.,( /, REVISIOtlS W LL w DESIGNED M."' SCALE DATE I DRAWN :.; CHECKED -r AS SHOWll I •P• 1'•40' ROUGH GRADING PLAN SHT,1 -21C0,23JPF• 10707 175 14-D"·89 11•52 AM/ 10707,00-3102 z . .., 0 0 . 0 0 + 0 ('"> -, -....( ~ z:: "' ---S· :;: \A d ..., Vl n-, ;;J rtj .... ,.._ ~ ' " s "' "' " t, ~-~ - ' ' r, \ l V I \ \ \ i I ' FlU. \ \ f ' \ I I / I \ \ \ ' / ,./ / ·' / \ // / , 23+00 24+00 / I / / I I ! I ' \ ' 25+00 26+00 I I i \ I 27+00 .--- -~-· .. ·-····-···-···· ~---~·····' / __ ,,,. / / / / 28+00 • I / • / ' / / / 29+00 .• //.// . ,. .. -,,,.·· 30+00 3100 32+00 33+00 ,. ~_,,,/ ,, ........ - I ',.._ __ ',,, ' .. ,,,, I FnEPMED DY ii'::! IU~! 1'&1 =- C~r.? t~J i f!O ,· ,· , // // // OfiAtlOE COU~JTV EtlV I ROtJnEtlT Al t·1AflAGE!';E~lT EROSION CONTROL PLANS FOR SAND CANYON HI sr A, 33•00.00 \ l"RE[□RD DRIIWIN~S" ~DnA1m_eJA. CHoCl(ED 1:3. "r. AS SHOil:! ROUGH GR/IOING PLAN SHT, 1 21C0,2JlPF• 10707 175 14-D,~-89 11•52 AM/ 10ror.oo-;i.1oa U4 lb~ff'v c) ..., • cu. YDS, ' j / . 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I "i '' ' ,, I ·11 ' I' I ' I'_,.,.' l I I' I I I I Ii I ' i JI i ' ' l ' '' ' ( I ' • ' < j J 'I I I -~:~:~~-~{-},:ll0f111rii !i--{~~~--01 : ~ ~-J,' r::~-1~-;--••;~~ ,·:-·,1·t:·(~. ~~ ;-~ :·1--~~~,·;: l:r:r-:-i---~I & .~r-'7"~-r--T,11,-;71~ 1·~11 ~1~:-1·,1--,·1 ... , -.(1 t....11;-1 ~i-,,~----, -·~r·f·r ~, ~--,-,·,1;·1-.~1·1·'-'---~ ,-l~r--L·--~-Tl-1''7i j ' I I I 1111 'I 'I I I I I I ' [, j ' ' I' t E ' I ' f • ' : ! : I I ' : I 1, I I I i ti ,~, ----~.,,,,_""""~= ' ~-~~= ---~ -·--"•~•-.,,,,,,. ...., .L , ~~~-0'-, ' .. ..:.----• -L ' """"'""""""~"'...,~•~ -•=""=<a'--·-"'-'-"''_,,,,_=1'_-=,"'-"'""''""'~""' -ST, IMP, PLANS hh/ / I I' s "'")t'.i i' =»y • ll<>r\..,-:( T ""'Ji-S S .. b t9., S -1:.l , , 't2l crf'; J-1 l'"}>A)'J r· -~ ~------------------ 1 l • j 0 @ @J © -- ® ® 0 - DELTA 12· 41" 45" 23' 03' 37" 23' 03' 37" 23t 03' 37" 23' 54' 00" ' ~~--2-~ s4· ocr:..__I [llAlTP rq RADIUS LENGTH 1400.00 3/0.22 1100.00 442.72 .. 1069,00 43025 1131.00 455.20 -1431.00 . 596.92 1369.00 57!.06 _L __ J 8" • "" . <~ "" 11) i IT) ~\\J J ~-:-,,· ... * ill t: TANGENT wt',: w w I'- ' . II) ' ~11) . 155.75 ' •-!·• \j ~~ m!::: m rn ~ m . 244.40 _J LOCAL DEPRESSION ' 218.08 'I ii N~T~S-230.72. i 302.86 289.74 ,;; ((j R ~ {,:; l!l \\J Ill ! . tj !/) ~F: g ~~ ;;;l's!-1 ~ --._ ID DET AI L#3, 3A PLA~~\! LOCAL DEPRESSION DETAIL #I 1 "=40' ··--·:-·"'"- , c ) , ~• • ~-"i-'-••-"' -·"""'"'"'""" _ c=c~c,...;:_ -="'-.,,= '--=•'•""-~==-= =~""'"'--'=-~-~-=~~-"-, ,-~~= ,.,~~=.,_,,_, __ _,,_~ "''"'-"'--o-,-,-,, -,--,.-,,-..c~ , • , -.,--µ,_ , ae------'-""' "-=""'"~"'-"'--""-' ---''-"'"-~"""'-""""•, ,_,,..,-,-., ,,,,., •,i •~ CONSTRUCT 6" A.C. OVER 12" A.B. CONSTRUCT 5• CURB AND GUTTER TYPE A2-6. PER A.f.H.A. SID. 104-0-DC (11,ilB6) CONSRUCT 7.5' SIDEWALK PER O.C.E.M.A. STD. 1205. DR. lh Sheet 111 OF 136 l/2 0 2 or, or-lgina[ drawing ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY I• ~ Ir ~ 1 ' I STREET IMPROVEMENT PLANS FOR' l□gj5 "RECORD DRAWINGS" I /0'4.«;J fi!E:V. WA-rER Lo::ATJOtJ SAND CA~JYON AVENUE ST/\, 20• 00. CO TO ST/\. 30•00.00 10707' 102 'DR. Cl ... D 0 8 N). "' z .,: ...I 0.. p I 0 01 + - 'St" N i'0 8' 12' 12' 12' IZ It' IZ' If?' /2' - 0 0 -+I e;' Lr) N i'0 0 0 + (J) N i'0 /!' IZ' IZ' 12' l' )' 11' 12' 12' 14' I 1-"--t,:,::,+.:.=..+.::-+~~"'-l'-"'--i-:.:-1~ I FDR EXIS1 STRIPING !ll\l PACIFJC COAST HIGHWA'f SEE 1/iPRfNEMENT I PLANS AS5ESMENT Dl51RICT OB·I. I (1z-0RA-1-1e.4/14.e, <:::at.."!laloJS) -- -- - (M '' B!kE LANE. 1- ::c Cl -a: I.I.I > 00 om d~ ow ❖ I.I.I -en N '·r--' ~ I VJ 21+nn w z -..J z 0 ~ :a \ - r .• ~I I (\J (\j • d 0 If) I~ I ~ I \ ------" ' 22+Qn ---.... __ _ . -- rn ' I 3 \ I \ " I NOTES: [j] PAINT MEDIAN NOSE WITH HIGHLY REFLECTIVE PREMIXED WHITE TRAFFIC PAINT WITH GLASS BEADS. [) INSTALL FLEXIBLE VERTICAL TYPE K MARKER R7, RIO, OR TYPE N-1 ON TELESPAR POST AS INDICATED ON PLAN. m ~;~~i y~~LSifo~lJLEuCRT~V~o~~v~¥E2f':J~'.'1;AR~iiTNgN TOP tM!NIMUM 5 MARKERS), PLACE REFLECTIVE SURFACE OF MARKERS PARALLEL TO <t_ OF ROADWAY. I ffi SIGN LEGEND ® NO STOPPING © SPEED LIMIT 45 0 ROAD ENDS 400 fl. MOUNTING LEGEND ® NOT A THROUGH STREET. (G) '-SIDEtJALK J ~-,.,-. ''RECORD DRAWINGS" THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR, INSPECTOR, AND CONSTRUCTION MANAGE- ' "-6"lURB i GU11ER -;;; MENT STAFF AND ARE NOT THE RESULT OF A FIELD"AS-BUILT" SURVEY. GENERAL WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER IS L \ --- -- 0 0 0 'St" + ()) 0 , 0 0 l"-ro + (j) '# ,J, ' j ' &, 0 6"1. 1.9 0 NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS PROIR Tll FINAL ACCEPTANCE OF STREET lMPROIIEMENTS, ALL E; ,., K ·G @ ® © ® ® ® © ® ~ ·- @ WHICH M~;'.,H~VE B~--EEN IN RPORATED INTO THIS DOCUME. NT AS A RESULT. ~~~~~~T~~\/~~E~~E ~~:~~~~gT~~~ ~;~~~a~l~~L~l~~l~E~~~REO d;:f?' ~ .2:;,,"L, / ~ TO A "LIKE NEIi" CONDITION. IN A MANNER MEETING THE ,, ,Vf7 ,;;, • ';fi:f '(ifJJj; fi /t,, tf APPROVAL OF THE DIRECTOR OF PUBLIC WORKS. All STRIPING H1r.5 I- LL w ,.,J ~ ;;;> 9 w m l.i.l w 00 0 0 d 0 'V -N • ;:: en l.i.l 2 -..J :c ~ :a PAVEMENT MARKINGS PAVEMENT MARKINGS PER CALTRANS STANDARD PLANS (JANUARY 1988), UNLESS OTHERWISE NOTED. 8" WHITE STRIPE PER DETAIL 38. ONE-WAY REFLECTIVE MARKER PER DETAIL 26. 4" YELLOW MEDIAN ISLAND STRIPE WITH RAISED PAVEMENT MARKINGS PER DETAIL 29. 4" WHITE STRIPE PER DETAIL 9 . 6" SOLID WHITE STRIPE PER DET/\IL 39 CONSTRUCT MEDIAN TAPER PER O.C.E.M.A. STD. 108-04. RAISED MEDIAN MARKING PER DETAIL (0 BELOW. • S" DAS~ED WHITE LINE PER DETAIL 39A. TIMBER BARRICADE TYPE HI WITH N-2 AND W-31 PER 0.C.E.M.A. STD. 1404. PAINTED LEGEND WHERE SHOWN. DR. ll+ (15886) Sheet 11.?. OF 136 1 /2 0 2 3 Inches on or!g!nsl drawing ORANGE COUNTY ENVIRONMENT AL MANAG-EMENT AGENCY STRIPING PLANS FOR SAND CANYON AVENUE •• i1' a 0 . z . -, ,,J ' 0 RICHARDT, ROBOTTA R.C.E., A E AND STENCILING SHALL BE ACCORDING TO STANDARD PLAN NO. £ 93 "R[[[lll□ DRAWIN[;S' / ·-\,--•-· _,.,_ --···---i°'---,,,--,···y _.-,.-"' 1801, NOTE 17 MARK DATE DESCRJPTJON PREPARED UNDER I/. • -/// SHEET <: RAISED MEDIAN MARKING DETAIL PL AI\I ,/\ ., •\.. " SUPERVISION OF i(''""' '<'e-l,r,v/1', v! ,,. 0 1\1 LJu ~--··••··/ REVISIONS IHLLIAM E. II ELE C 41243 • ~ Ci:'. \:J lcD:'.':E'.:.'Sl'.o'.G'.'..'NE:::,D~~======"' SCALE I DATE 01/G. NO. 1'3 OF 'i'l ,;l ...._ ____________________________________________________________ ...!,_.:,1_•~..;:4:,::0_0 ....,;i....-----------------~------------...... -------------...!.:D;:.::R~AW~N_.f-aaa:JA;a_=,l,lc;:;\HE~C~KE.a:D~fl:a.·T./.ii,_...,,LA~S;.,;SallH,:;::OW~NJ... __ ..._ _____ •,1.·..,;•~!;:;°"';:_:"";:;,....11 [ •P40• STRIPING PLAN FOR SAND CANYON -21[0,23JPF• 10707 4801 24-J,,-so 10•28 AM/ 10707,00-3102 Dte. B (,~ L15-1;1q4J d -, 7P sS1 c,q ')-,.) --.!:) \I\ NO. ' 40 41 • 42 43 44 45 i I ;I I I I ' ,I 50 51 52 53 54 80 82 83 84 87 89 ' 90 91 92 DESCRIPTION SANITARY SEWER CONSTRUCT 8" V C.P. SEWER MAlN WITH BEDDING PER I.R.W.D. STD. S-8 CONSTRUCT 48" PRECAST CONCRETE SEWER MANHOLE PER I.R.W.D. STD. S-I W/COVER INSTALL SEWER PLUG CONSTRUCT 8" V.C.P, SEWER MAIN WITH CONCRETE ENCASEMENT TYPE B PER 1.R.W.D. STD. S-I0. REMOVE EXISTING PLUG QTY. 1785 L.F 7 EA. 3 EA. 165 L.F. I EA. CONSTRUCT 60" PRECAST CONCRETE I EA. SEWER MANHOLE PER l,R.W.O, STD, S-1 f W/COVER l 1 / RECLAIMED WATER I£'.-~. I i COLOR PIPE WITH CAP, THRUST BLOCK 8 • "' CONSTRUCT 4" PVC CL 200 C-900 PURPL£l:'J·;42 L. ) I BE;DDING PER I.R.W.D. STD. W-II ' j INSTALL 4" GATE VALVE ASSEMBLY PER I.R.W.D. STD. W-7 4 EA. INSTALL 4" x 4" x 4" TEE WITH THRUST I EA. BLOCKS, PER I.R.W.D. STD. W-I2 INSTALL 3" TURBINE METER BOX ASSEMBLY I EA. PER I.R.W.D. STD. W-I7 CONSTRUCT 2" COPPER SERVICE INSTALLATION PER I.R.W.D. STD. W-2 DOMESTIC WATER 2 EA. INSTALL 10" C.I. OR D.1. 90°BEND W /RETAINE , I EA. GLANDS 8 CONCRETE THRUST BLOCK PER I.R.W.D. STD W-I2. INSTALL 10" • 10" x 8" TEE WITH THRUST 2 EA. BLOCK PER I.R.W.D. STD. W-I2 INSTALL 10" RESILIENT WEDGE GATE VALVE PER !.R.W.D. STD. W-7 INSTALL 10" x !O" • 10" TEE WITH THRUST BLOCK PER I.R.W.D. STD. W-I2 CONSTRUCT FIRE HYDRANT ASSEMBLY PER I.R.W.D. STD. W-6 6 EA. 2 EA. 2 EA. 1007 L.F I t I I >-3 I !- CJ) <( 0 u u LL ...... u <( CONSTRUCT 10" CLASS 200 ACP WITH CAP, THRUST BLOCKS, AND BEDDING PER I.R.W.D. STD. W-11 I I CL CONSTRUCT 8" CLASS 200 ACP WITH CAP, THRUST BLOCKS, AND BEDDING PER l.R.W.D. SJD. W-I1 INSTALL 8" RESILIENT WEDGE GATE VALVE PER I.R.W.D. STD. W-7 INSTALL 8" C.I. OR D.I. 90• BEND W /RETAINER GLANDS 8 CONCRETE THRUST BLOCK PER I.R.W.D. STD. W-I2 INSTALL END CAP WITH THRUST BLOCKS PER 1.R.W.D. STD. W-I2 596 L.F. 3 EA. 2 EA. I EA. I I r N x w I I I I I r I 31' 53.5' I 43· 66' I 73.25 1 . 2. 3. 4. 5 . 6. 7. IRVINE RANCH WATER DISTRICT DOMESTIC WATER NOTES The water system is to be installed bv the Developer. All water system work shall conform to the District's 11Standard Specifications for the Construction of ~..Jater, Sewert and Reclaimed Water Facilities/1 as last revised. The District Engineering Office shall be called for inspection two working days before start of work at (714) .476 -?E,34 A preconstruction conference of representatives from affected agencies and the Contractor shall be held on the jobsite 24 hours prior to start of work. The water system is to be staked by the Developer's Engineer at a minimum 50-foot stationing if there are not any existing curbs. A~y water service found to be within a driveway or sidewalk shall be removed completely and reinstalled at the proper location, at no cost to the District. All main line valves shall be maintained so as to be accessible during tract development, and all valve stem tops having over 48 inches of cover will require an extension as per Drawing t-J-8. In residential streets, the top of the pipe 10 inches and smaller shall be a minimum of 42 inches below the finished street surface and 48 inches below finished street surface on •a 11 primary and secondary streets. SEE SHEET 113A 8. 9. 10. 11. 12. 13. 14. All fire hydrants shall be set with the bottom flange 4 inches above the concrete pad or sidewalk without the use of spools. All water mains 6" through 12" shall be Class 150, ACP unless otherwise noted. • No taps or other connections shall be made to existing District water mains prior to conduct1ng an approved pressure test on the new water distribution system. Tapping sleeves shall be pressure tested in an approved manner in the field in the presence of the District Inspector, prior to tapping the main line. Tapping of the main line shall not proceed unless a District Inspector is present. Where meters and meter boxes are located within slopes, the angle meter stops shall be so located that the meters and boxes will be parallel and flush. respectively, with the finished surface. No meter is to be placed within any sidewalk or driveway area~ Curbs shall be Inscribed with a "W' indicating locations of all domestic water services. Individual pressure regulators wi11 be required by County of Orange If overnge stotlc pressure is 80 psi or more. SEWER AND YATER PLANS STORtl DRAIN LINE nAw UNTERlM] LATERALS nA-l"-"A-2" SEE SHEET l 15 s /i STORM DRAIN LINE "Aw UJLTIMATEJ LATERALS "A-129 -"A-13" SEE SHEET I I 5A I STORM DRAIN LINE LATERAL nB-lw SEE SHEET l I 5 // / ~/ATER DISTRICT WATER f\JOTES : I RV I IIJE RAr"JCH RECLAIMED 2. 3. The installation of the roclolrned molBr system shall conform la the regulations for the conslruction of reclaimed watar system within the lrvln~ Ranoh Uator Dtstrtct~ The lrvlno Rench Udter District shall be notified two Joys prior to tho st.art to construct I oil ut (/14]·176-7500 or 476-7634 ond ooch ian•kdoy thereafter 1.rnt 11 comp l st ion of pr-oj act,, All on&lte constant pressure reclalmod and potable watur main lino piping Installed on this projaol shall bu idunllflcd In a~cordanco· ~1th tho Dtstrlot•s regulullons and tho lrrlgotion spoalflcottons. a~ \.forntng tupos shall be u:rnd on all constant pressure main line piping nor~ylng ~lthor reolutmed or potubl6 ~ate~~ b~ Warning tapes shall bs a mln'imum of 3 inches 11:tdo and shall run aonllhuously for the enll1•e lunglh of all con5tcnt pressure main lino piping~ The topo shall b■ alLaahod to tho lop of lha plpo with pl~slic tape bonded uround tho warning tape and tho ptpa every 5 foot on contor~ 4. 5. 5. 8. c. Yarning tape for the constant prossure potable r.otor piping shall he blue in color with tho ~opds "CAUTION BURIED \JI\TERLINE BELOW' !mpc!ntod !n minimum 1-tnch-hlgh let.tars block tn color .1mpr-t11t!n9 shall be c!.rntinuous ond psrmonant ~ INDEX MAP d. Yarning lupe fnr the aonstont prassuru rocloimod waler piping shall be rod 1n color wllh tho words "CAUTION RECLAIMED \/ATER" !mprlntod in minimum l-lnah-hlgh lsttors bleak In oa!or. Imprinting shall be contihuous and pcrmanant. SCALE, I"= 100' SEE SHEET 1 1 4 IRVINE RANCH WATER DISTRICT • SEWER NOTES: 1... The sewer system is to be insta 11 ed by the Deve 1 oper. All sewer work shall conform to the District's "Standard Specifications for the Construction of Water, Sewer, and Rec.1aimed Water Facilities," as last revised. 2. The sewer Contractor shall have a copy of the Oistrict 1s Standard Specifications on the job. 3. The Contractor shall obtain a City or County permit for work done on public right-of-way. 4. The District Engineering Office shall be called for inspection two working days before start of work at (714) 476 • 7634 ' 5. A preconstruction conference shall be held 24 hours before starting construction work. 6. The Contractor shall expose all joint points to the existing sewer system for verification of location and elevation before cnnstruction. 7. Stations shown as IO+Oo.oolare sewer stations and are independent of all other stations. a. All laterals are to be staked hy a sur-veyor before trenching and a complete set of cut sheets supplied to the District Inspector. 9, A11 sewer manhole lids are to have 11H?WD11 cast thereon as shown in Drawing S-4. 10. The District wi 11 inspect and test the sewer collection system and lateral sewers to the property cleanout. Privately owned sewer laterals from the property 1ine c 1 eanout wi 11 be inspected and tested by the County of Orange, 8" CLASS 200 A.C.P STORM DRAIN LINE "A• LATERALS "A-3"-"A-5"-"A-6" SEE SHEET 1 16 SEE SHEET I 14A 10" CLASS 200 A.C.P. RECLAIMED WATER BY OTHERS 11. Infiltration and alr testing of sewerlines shall be in accordance with the Ui strict I s 11Standard Specif i cat i ans for the Construction of Water, Sewer, and Rec1aimed Water Facilities.~ 12. All sewerlines shall be balled in the presence of the District Inspector, before completion of all leakage tests. 13. Pipeline leakage tests shall be made in the presence of the District Inspector, only after backfill has been completed, compaction tests on backfill have been made, and the backfill has been accepted by the District Inspector, 14. All sewer main lines 6~ and larger are to be inspected by the District using a closed circuit television system. A video tape recording will be made of the inspection. l 5 . 1 6. The Contractor is to provide the District with an as-built set of job prints with t 1 edown measurements a11 1aterais and manholes. Before final acceptance, the Developer's Engineer signing the plans sha,.11 furnish the District with a of as-built Mylars or the sewer plan. far set 17. Curbs shall be in.sr;rlbed with an Hsn indicating locations of all sewer 1atera1s« 78. Trench backfill, an a11 sewer and v;ater to be dedicated to the District, shall be compacted to 90% relative density as determined by the five-iayer test method (California 216G). Tests will be required every 300 feet of trench or as determined by District Inspector. The Developer shall submit written results of compaction testing to the District before acceptance. If in dedicated street or future street, compaction wi11 be as required by governmental agency having jurisdictionf but no less than 90% relative compaction. 19. District will in5pect and test main line sewer only. Sewer laterals from the main 1lne or property line to bui1dinos that are orivate wi11 be insoected and tested by the C~unl)' of Orange Envlronmentol Management Agency. "",..,-·--,,~--..... ~ fyf';;,:¢"'•" ,,'.·.< "'·\ • , c-""'"'~ ~,~ STORM ORAIM LINE "A" LATERALS "A-7W-"A-6"-·A-9" SEE SHEET 1 l 7 JO" CLASS 200 A,C,p,J ........ -'i "RECORD DRAWINGS" ;.-=-"""-•"='"-m---,•-'"" . ./' , ,&~ .... /f THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION "\ !.\ SUBMITTED 13Y THE CONTRACTOR, INSPECTOR, AND CONSTRUCTION MANAGE-/_'1 .• , MENT STAFF AND ARE NOT THE RESULT OF A FIELD"AS-BUILT" SURVEY. ,1 ./" WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER IS ,;•·;,...------------------; // NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS ,: H WHICH MAY HAVE BEEN I CORPORATED INTO THIS DOCUMENT AS A RESULT. \ NOTICE TO CONTRACTOR \,> #,:?' -;£!1/~t,p ~$ //,1{0' p PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT !S VALID UNLESS THE FOLLOWING IS PERFORMED l. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED l,_~ \'¾ . ~!~,HA~D, T. R~~,OTTA R.C.E. /,,D E A 1 l pr-0 s SU!:" 6 rno 1 in l in u pip 1 n g fr Om~"~ i u :t" g;~ d rt-u-·t~ r-~:,,,..,,.--,•-::"'-:c"<--c:-,~,.,~_, ~,--;_o<'-.. ,._. ,.,_~~ -~'~~ ~ ---~:-'¾-", -'.'!.,.'"""•M·-•-'"' system shall he :installed to ma:inlain IO-foot-minimum '/'i ... - AND MAS PROVIDED INQUIRY I.D.#., ______ _ 2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN INQUIRY 1.D.# FROM UNDERGROUND SERVICE ALER U-600-422-4133) AT LEAST 2 WORKING DAYS PRIOR TO THE COMMENCEMENT OF EXCAVATION. horlzontul separolton from all potable ~ater plpir1g. ~ Uhoro rBDlo1mod and potoblo wala~ prossuro main lino piping cross~ the reclaimed waler piping shall be installed bolo~ thu potable water ptping in a PVC Clu::..s 200 pipe slssvo rth1ch 11xtend:s o: _minimum of_ 5 fact on either sldo uf the potable water piping. Pf'ovido a rninlmum vertical cleDranca of 5 inches~ All auto~atic controllors rausl be set tfj opernte batuean tl:e hours of 9 p.m. and 6 u.rn. unless olherw1so directed by tho Dlslr!ol Englneor. Contocl the Dlstrlo\ Eng1noor1ng Offlco two days prior to.the ir~igotion system o~verogc test al [711)476-7500 o~ 476-7634 o~d ~rPonge for o system walk throu~h~ All hVolve oonsw on offslta raclaimad uuter foollllioc shall bo triangular In shape wilh the vork ~IRKIG.~ cast tho~aon per W-7. " Al! main line valves shall be occassoblo during tract development. All volvo slorn tops having over 18-inch cover to hava an extension lnslallod and pinned lo the volva oparot1ng nul per U-B. u. In reaidanlial areas; the top of tho pipe sh~IJ be o minimum of 45" balov lha fin!shad slroet surf~aa for-o 4-1nch through 10-inch mains~ and 52 .. belon finished surfooo on all primary und secondo:·y streets. SIGNED & l□s§5 "RE[llRD DRAWINGS" fil 104.q ,ee . 4" "2W DATE 1 H-ct:/ ;~";;"' LI..:.. '"¥'....,"'~ KEITI:{ ·=~:· lfl.b•M fl" Co" ADA "-TIT'S .~,;:;:;::.:"' l V lr nI "'I .ill ""''-'"'"' 299'.! REDH, L AVE~ ::osTA MESA, :::A. 92626 (714)540-080 ORANGE COUNTY ENVIRONHENTAL MANAGEMENT AGENCY SAND CANYON AVENUE SEWER, WATER AND STORM DRAIN LAYOUT.SHEET REVISIO:lS W L DESIO!JED .NIT SCI\ DATE ORA\lll P:T"9 CHECKED c.BR 24 Ol-Feb-91 03,32 PM/ 10707,00-999 D f{. e4 c1 rrfl'lfj '··- d ..., VI [ r \ \. / FUTU :E 120' R/w' EX ,sr. 100' R/w ~ 5'. :r (9 :c 1-(f) <( 0 0 I ':: 0 DELTA/BEARING RADIUS LEN./DIST. TANGENT Q) 04° 38' 24" 1413.00 li4.43 57.25 @ 07° 32' 18" 1388.00 182.62 91.44 8 ·~- @) 08° 54' 03" i413.00 219.51 109.97 /@ DELTA /BEARING 14° 59' 19" 11· 23' 51" N 46° 42' 00" W '~ ·-·- N 50• 05' 00" W t RADIUS LEN,/DIST. 1386.00 326.58 1414.00 281.28 53.55 32.37 27.00 28.50 TANGENT 182.33 141.11 PROFILE HOR!Z• \IERT• LINE"A" -\.)\, C C. -\ I--@ -~ £· ~"" ·i·"""'-,.,.<,;P .;,~. • \: s1·;,<!P,:. .,...-.~'"'":'l'.'.'.~".· -""'"~-\, ;:::f·-,,r,=,.---..... ~ ... _ -- ,;'; . , I! "RECORD DRAWINGS" • ,,....__¾,._ ' ' fl I THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION "••,, SUBMITTED BY THE CONTRACTOR, INSPECTOR, AND CONSTRUCTION MANAGE-\ MENT STAFF AND ARE NOT THE RESULT OF A FIELD"AS-BUILT" SURVEY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. \, i:Q,:-/~-#t;Zf ~/4/4 _,:I~ , l RICHARD T. ROBOTTA R.C.E. / DATE '"''.,b~'"20 \,, ,"--.-'-'j l/2 •,,'°',,__,..,,,, ', , . ' ,: . I "' " ., ,~, .... , ,,_-r ..... ,,,. -,a 40 0 t 80 I i ""-,,,,,~~.,,," ~~"""' _,_""'""'"""'-""°' "·-.~ - inches on i,rigino1 drnwing SANITARY SEWER ·,..," .. , ·r B" I p ('"""R c,uNST RUC v. C ... ·"~ w •.. MAIN WITH BEDDING PER l.R.W.D. STD. S-8. CONCRETE INSTALL SEWER PLUG. SEWER WITH CONSTFlUCT 8" V.C.P. SEWER MAIN WITH CONCRETE ENCASEMENT TYPE B PER i.R.W.D. STD. S-10. REMOVE EXISTING Pl UG CONSTRUCT 60" PRcCAST CONCRETE SEWER MANHOLE PER I.R.W.D. STD. S-1 WITH COVER CONSmUCT 4" P.V.C. CLASS 200 C-900 PURPLE COLOR PIPE WrTH CAP, THRUST 8LOCK AND BEDDING PER lRW.D. DWG. W-11 INSTALL 4" GATE VALVE ASSEMBLY PER !.R\V.D. STD. W-7. INSTALL 4" x 4" x 4" TEE WITH THRUST BLOCKS. PER I.R.W.D. STD.W-12 INSTALL 3" TURBINE METER BOX ASSEMBLY PER !.R.W.D. STD. W-17 CONSTRUCT 2" COPPER SERVICE INSTALLATION PER I.R.W.D. STD. W-2 m 14 (15886) Sheet 113A OF l.36 120 FEET 2 iNCHES ! SEHER IMPROVEMENT SAMD CANYON AVENUE V) CURVE DATA 0 4/ "Rt:CORD DRAWINGS" THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUSM!TTED BY THE CONTRACTOR, INSPECTOR, AND CONSTRUCTION MANAGE- MENT STAFF AND ARE NOT THE RESULT OF A FIELD"'AS-BUILT" SURVEY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER IS NOT RESPONSIBLE FOR !TS ACCURACY, NOR FPR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. . d/ &~~ /4/4 v. ~ 77'f~,:;:5 #m" I,/ Z,'J ,, - ';~ ,, RICHARD T. ROBOTTA R.C,E. DATE ""'~~ .. ~-";'):,_ -" "-~•---, -. i \ { \ PROFILF 1-!0R!Z• VERT~ ., "··,,,"-' ........ -,,,.. LINE"A'' \ 5 ~ "5. () ~:!, vC ·o-1 ~ 0 -\-~ 017 6' . .\ti 0 . -\-. C ~ • CONSTRUCTION NOTES SANITARY SEWER @ @ CONSTRUCT 8" v.c.P. SEWER MAIN WITH BEDDING PER l.R.W.D. STD. S-8. CONSTRUCT 43• PRECAST CONCRETE MANHOLE PER I.R.W,D, STD, S-1 INSTALL SEWER PLUG SEWER WITH COVER~ D._OMESTIC WATER @ INSTALL 10" C.I. OR D.I. 90° BEND W /RETAINER GLANDS 8 CONCRETE THRUST BLOCK. PER !.R.W.D. STD. W-12 INSTALL 10" RESILENT WEDGE GATE VALVE PER 1.R.W.D. STD. DWG. W-7 CONSTRUCT FIRE HYDRANT ASSEMBLY PER I.R.W.D, STD. W-6 CONSTRUCT 10" CLASS 200 A.C.P. PIPE WITH CAP, THRUST BLOCK AND BEDDING PER I.R.W.D. DWG. W-il C0NSTf;'.UCT 8" CLASS 200A.C.P. PIPE \'✓!TH CAP, THRUST BLOCKS AND BEDDING PER I.R.W.D. 1/1/-11. INSTALL 8" RESILIENT WEDGE GATE VALVE PER I.R.W.D. STD. DWG. W-7. INSTALL 8" C.I. OR D.I. 90• BEND W /RETAINER GLANDS 8 CONCRETE THRUST BLOCK PER I.R.W.D. STD. W-12. 1/2 0 2 i 3 inches on original drawing .., ________ ,.;;. ____ ..;. _________ -! ~ SEWER a WATER IMPROVEMENT PLANS FOR .., .... N d .., it ~ ~ ~4 fc .., ~ ~ PROFILE 17.57 (sJ N 3 i0 27' 02" E 134. 78 0 I) N 56° 41' 44" E 53,00 !--®~6~!---N_3_1"_2_7'_0_2_'_' _E-t-------t----'-1=2=9.=2=8--t---·--·----·+-@""'I :_+-'N-'--"'3'-1•_,,2,_,_7_' -"'0~2_" -=E~-1-------+---'lc::2c:cl.6"-3;:c___--+------J 7) N 58° 32' 58" W 58.00 0 (8)---N-58_0_3_2_' -5·8-.-, W-·-·-------+--"'-58c..:.-'-OO---l-----+-,,01E-+-------+------t-.-----+-------; 1-='---1-----------+-------··-------==-=---'-------½-~-+----------f--------t-------+---------1 ® N 58° 32' 58" W 53.00 0 -llQ "RECORD DRAVVl~JGS" THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTEIJ av THE CONTRACTOR, INSPECTOR, AND CONSTRUCTION MANAGE- MENT STAFF AND ARE NOT THE RESULT OF A FIELD"i1S-BUILT" SURVEY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE SEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. . ~ RICHARD T, ROBOTTA R.C.E. DATE •. CONSTRUCTION NOTES DOMESTIC WATER {8()\ ~ (@ @ ~ @ INSTALL 10" CJ. OR D.I. 90° BEND 'W /RETAINER GLANDS a CONCRETE THRUST BLOCK. PER 1.R,W.D. STD. IIV-12 INSTALL IO"x IO"x 8" TEE WITH THRUST BLOCl(S. PER 1.R.liV.D. STD. W-12 INSTALL 10" RESILIENT WEDGE GATE VALVE PER 1.R,W.D. STD. DWG. W-7. INSTALL 10" x 10" x 10" TEE WITH THRUST BLOCKS. PER 1.R.W.D. STD. W-12 CONSTRUCT FIRE HYDRANT ASSEMBLY PER I.R.W.D; STD. Vl-6. CONSTRUCT 10" CLASS 200ACP \VlTH CAP, THRUST BLOCKS, AND BEDDING PER I.R.W.D, W-11. CONSTRUCT 8" CLASS 200 ACP WITH CAP, THRUST BLOCKS AND BEDDING PER I.R.W.D. W-11 INSTALL 8" RESILIENT WEDGE GATE VALVE PER I.R.W,D. STD. DWG. W-7. INSTALL END CAP WITH THRUST BLOCKS. PER I.R.W.D. STD. W-12 1 1 /2 0 2 c==:r -, ~ 3 inches on ortgtnal drc_wing I'-"' 0 0 . 0 .----------------------1"" DR. 14 (15886) Sheet 114A OF 136 ORANGE COUNTY < ENVIRONMENTAL MANAGEMENT AGENCY Iii \JATER IMPROVEMENT PLANS FOR SAND CANYON AVENUE STA,.30+06.90 TO STA,35+50,00 10707 2503 23-J::n-91 01 :2'9 PM / 10707 .00-999 Dlf, , ~ ll :fJ/f(bJ 0 1-- 0 0 .. a I'! C7 -, I I PLAN HORlZ• I "=40' VERT• 1 "=8' NOTES INSTALL 18" RCP (D-LOAD PER PROFILEJ- INSTALL 42" R.C.P. m-LOAD PER PROFILE) (TOTAL MINIMUM STEEL CLEARANCE OF 2-1 /2" AT FLOWLINE) (6zl CONSTRUCT !NL.ET TYPE ll PER , _ _✓-O.C.E.M.A.STD. 1302. (63) CONSTRUCT ,JUNCTION STRUCTURE TYPE I PER v O.C.E.M.A. STD. 1310. 1/2 0 2 . -I ··+ ·-·. -•-' ::r:::. ,.. ~ "' V) ~ "" -d J fe:t "" ii' -. ~ ' I I 0 DELTA/BEARING 0 EAST ® 17°24'28" @ 40°04'34" 0 01°53' 26" ® 02°141 0511 ® 06°00'23" (fl ---N 45°00'oo"w " v, ~J ' ! I I J> DATA RADIUS 90,00 90.00 1423.00 1423.00 1423 00 ' \ LEN./DIST. 23.64 27.34 62.95 46.95 55.50 149.17 119.78 ELEMENT LINE I . / i-- @] DATA TANGENT 0 DELTA/BEARING RADIUS LEN./DIST. TANGENT ® N 52°46'3I"W 63.29 §!] 13.78 @J N 61'5l'51"W 57.44 32.83 (QJ N 46'12'41"W 3.00 @J "A-13" 23.48 @ N 76' 15' 00" W 10.95 27.75 ® N 47°05'03"W 23.86 PLAN 74.66 1-=40• HYDRAULIC DATA 0100 D n s. Sr a. 296.0 4t3 0.013 0.0420 0.04246 400 • ?87.0 45 0.013 0.0520 0.05632_ 3.75 ~- -286.0 45 0.013 0.0520 0.05592 3.75 . 45 ·0.013 ·284;0 0.0713 0.05Jij±_ 2.73 ,-.. 275.0 45 0.013 0.0713 0 "~171 2.66 275.0 42 0.013 0.0706 0.07470 3.50 6.30 18 0,013 0.2722 0.00360· 0.50 9.3.0 /8 0,013 0.0279 0.01117 0.87 2.10 /8 0.013 0.0150 0.01057 1.50 2.10 /8 0.013 0.2059 0.00036 0.19 3.20 /8 0,013 0.04&4 0.00093 0.37 ·-.. v. 26.7' -26.0 30.9 30.8 .. , " 28.6 ·a.10 10.5 6.10 3.60 4.10 --- 3.97 23.6 3.75 ,. 22.9 3.75' 22.8 3.73 22.6 3.73 "'" 3.60 21.9 0,97 4.0 1.28 6.9 1.26 4.7 0.53 3" 0.68 34 CONSTRUCTION NOTES: INSTALL 18" R.C.P. (D-LOAD PER PROFILE) CONSTRUCT INLET TYPE II PER O.C.E.M.A. STD. 1302 CONSTRUCT JUNCTION STRUCTURE TYPE VI PER O.C.E.M.A. STD. 1315. CONSTRUCT JUNCTION STRUCTURE TYPE II PER O.C.E.M.A. STD. 1311 . . £.r--:r, INSTALLl'±_§:}R.C.P. ID-LOAD PER PROFILE) (TOTAL MINIMUM STEEL CLEt\RANCE OF 2-! /2" AT FLOWLINE! CONSTRUCT BRICK AND t;JORTAR PLUG DR. 14 (15886) Sheet 115A OF 136 1/2 0 2 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENC1 STORM DRAIN IMPROVEMENT PLANS FOR LINE cc •P• S,D. LINE "A" ALTERNATE PLAN -198l0,23JPF, 10707 ~403 25-0ot-90 11,20 AM/ 3098-999 pt,t. U ~ Lll ~'i.{11' t.:,) :r:::. C7 .., -;;:J \/1 c() ct' ~ -1 p. " "' -d ii' ;:- t-1 ; ~ " . 0 0 0 © 6 ,. DELTA/BEARING N 54'30'39"E 02'56'41' 02°25•47• 11'52'49" 5°47'l9" N31'27'02"E / DATA RADIUS 1(177,00 1077.00 1077.00 1077.00 LEN,/DIST. TANGENT 268,47 55.35 27,68 45-99 23,00 223.32 112.06 I 08.8 I --l-----'5'--'4"-.4"'5'----11 42.36 VERT• 0 (z)-<-N-0_4 __ '_0_7_'_1_1_"_E_-t-------+---2-2-.-8-0--+-------s DEL T A/BEAIH NG RADIUS lEN./DIST. TANGENT @ N 07'45'38"\./ 22,80 N 68'26'02•\,I 62,42 10 N 60' 29' 21" W 87.68 PLAN 1 "=40' CONSTRUCTION NOTES INSTALL 1 8 " RCP (0-LOAD PER PROF IL El. INSTALL 42" R.C.P. (D-LOAD PER PROFILE) (TOTAL MINIMUM STEEL CLEARANCE OF 2-1 /2" AT FLOWLlNE) CONSTRUCT o.c.E.M,A, CONSTRUCT o.c.E.M.A. CONSTRUCT PER o.c.E. JUNCTION STRUCTURE STD. 1310. JUNCTION STD. 1 31 DDWNDRAIN M.A. STD. STRUCTURE 5. TO PIPE 1 3 31 . TYPE I PER TYPE VI PER TRANSITION CONSTRUCT CONCRETE COLLAR PER o.c.E.M.A. STD. 1317 CONSTRUCT INLET TYPE ll PER O.C.E.M.A. STD. 1302. 3 1/2 0 inches on or!glr.al , Dr. 14 (15886) Sheet 116 OF 136 2 draw Ing IMPROVEMENT FOR LINE PLANS ST/\. 12+55-70 TO SJ/\.20+00.00 21CD,23JPF• 10707 P~-3402 26-Ja•-90 01 •59 PM/ 10707.00-3102 o ~ Ill S-rfff i1 • '·-~-·1--=-- .; ____ :.....:. _:. ;-- ELEMENT . LINE r 0100 D n s 0 d d V 1--':[§)=o ·--·· .. ~ .. A(,_·_· -J:=:53~.6~0:'....j~4:i:.'2:.."+-'0:::.,0:::l'-".3~' +i ..c.:::O:.::c,0'-".9'-".0'-".0ro::2.b:C,6C::3:.:7.:,::3t·-'-. 2"''"'46=-· T3=-4'--'.2~-,"~·5~0, .. 2 .. 6~.47 . [ill ''A" 234.10 42" 0,013 0.0900 o Qm5'!f4illl+-'2"".3"'2:..•+:3:..;4.=.2:....·+3"'.~4=8-t-_2_4_.37 !---:=--,·-----·- NOTE: mi] . "A" 232.60 42" 0.013 0,0900 .0.053~6~34-_;:2~.3'.'..1+3:::.4_,,.=.2 .. • p3=.s"-t~24~·=27 .·;.. FIELD LOCATE DOWNDRAINS TO TIE 1---c.,,--;':· ::::-·~· '-t--J---t-1--::-:-:::::-r--:::c::::::r~· 348 Q DELTA/BEARING RADIUS LEN./DiST. TANGENT DELTA/BEARING t<!Ml.'lUS LEN./DIST. TANGENT INTO STORM DRAINS .. ADJUST STORM . j3[ -\._:"A~·-· -12~3~0~,4:::0➔.::'.4=.2'...j' _.::0:::,0:::13:.· +:...:0:.::.0::9:...:0:...:0f .. ~0.~0~52=!2=-'6'y..=2=.2:.::.9T3c.:3:,.:,9=--1 ·--:-:T-=:23.9 INSTALL 18" RCP (D-LOAD PER PROFILE)- INSTAil 42" R.CP, (D-LOAD PER PROflLEl .!. !TOTAL MINIMUM STEEL CLEARANCE OF2-I /2"AT FLOWLINE) CONSTRUCT JUNCTION STR1 iCTURE TYPE I PER O.C.E.M.A. STD. 1310. CONSTRUCT JUNCTIO~J STRUCTURE TYPE Vl PER O.C.E.M.A. STD. 1315. CONSTRUCT DOWNDRAIN TO PIPE TRANSITION PER O.C.E.M.A. STD. 1331. PREPARED BY THE l(EITH COMPAtHES i- -. . ' -----·······• ··-· . r ~-· -, - :.-.L . 2335 m:DHls.L AVE., COST4 MESr,, CA 92626 (7141 MO-'J900 ORANGE COUNTY ENVIROJ\IMENTAL MANAGEMENT AGENCY • STORM DRAIN IMPROVEMENT PLANS FOR CD N ;11•21·02" E 2.91 9 N 81"05'02" E ', 45.oo DRAIN LATERALS IF NECESSARY. •• l--'b;':14::::-r-+-"A_"-tz_3_o_A_o1 4..,.2-c-"i--0_.0_13_.T_o._os_o_o Mli.2.Z.2.+--"'2.:::.2c:...9+-3_3 __ 4--t-_3_.4_6..., .... 23.9 ® N "'!'27'0"'" "' 74 09 'iD' ~~2'5_ 8" YJ.-""=:7""-r -':2:-;'2:::,,6:-;'3'-K~t----:-~-J ~ ·-::@'E-<i-+-'-N-;::-lc:-"2cc7~'.,.Q-::-;,::-,-::-;--t-----+-14'-7"':5=6---,f---,---i--x~ ~ 3g.57•z9" W--,v· •:-.!:~·--;"' _::!3) 6 LJ "A-7" 25.10 !8" 0,013 ·0.~~61 0,05 .. 7::,,.0:,:.9+-i.--5.,.0--t-'-14'-'.2~r--l._4_9-,_G_.2_0-, £ 1~:,25 "RECDRD DRAWINGS" STA. 20,00.00 TO STA. 26+88.68 @ 03•20'36" 1123,00 65,53 :32,77 • ~ ·-PREPARED UNDER /;j'll N.:t_J S11EET 0 54 "7 27"4 r;:;::l "A-6" 2·6 18" 0,01" 0.2824 0,22 16,2 0.61 3,30 ~Mo_'R_K~D_A_T_E".:'::=·cDc:Ec:SccCR:::lc-f_T_lO_·N_' -7SllPERV!SJON OF //.',~./.lll!"'""'v'./. .. •V, -..u= @) 02°46' 45" !123.0 ,.,. •"' Ii::.,! ' " ' RE\'lSlONS WILLIAM E. WHC£L£R R.C.E. 41243 ~ LINE qA'' I H @ 13° 27' 00" 1!23.00 263.62 132;42 p LAN lg'cl "A-14' 3.1 16" 0,013 0,0203 0.00087_1_0_.4_6-j·-4_J_O.., 0.67 .. }l.,40 1-□-E-Sl_G_N_ED~"'~'-~5"'· .. ,!.r ~~--~--+"-s"'c::.::;.~;:.LE"'.'-f'-:D~A:::T::E"T--,';;D~l/~G=.~N;;;O~.--i1~~q 71 DRAWN P.JA CHcCKED_!'S'-,._ AS SHJWR l?) 1 ·=40' ==========L===L=J,--,j_J. ___ L __ ..,L ___ ,,L-_i,._...J:..;._...!, __ .J,=.,;;,,.--"":'::"".":::-..J~~,,,,,;~-~~~~~-.,!,;;-=D~;-~~=l~/!r(/._~--~i:t,~lnti,~.:1 ,~-LC@~il)J!:!,N ,2!.51·:20~1'23!:"£E _l...,._ ........ _L~80~.5~0 _.1....... __ ..J_.J.... ___ ~~--='~~-"==,,-~b-..,-----~~=-"====-~-•=---·-------·---I 11,,.. I(,,~ g ,;;J l,J u "O,:JJ V1 - ====-"=================================================================================~===~=:~~~~~~~~========================r~=======r~#;2~8~A~R~S~4~C~IR~C~U~L!A[RJaJ12r~:'.'.'.'.~AA=~::~~~~===;i r.;"= 6' CHAIN LINK FENCE ,......1,--,,-----/,11 LONGITUDINAL AS SHOWN ~ I / / I OR EQUIVALENT WIRE T PER O.C.E.M.A. STD. __ ,... -< _...see detail G C) 'o:i 8--' c-.... PLAN SEE STORM DRAIN PLAN FOR RIP RAP DIMENSIONS 4 PIPE DIA. (MIN.) 83-s ' lirrilts of grouted rip-rap grouted rock as noted on plan NOTE: "' "' Zz <1. 0 ..J U) 0.. z 2 ;:, ,. "' -Q Cl :l1 .. "' <1. 0 0: ,_ 0.. "'t°' w "' WiO "'I'~ P!oce 3/8~ e1'fp0nston --cl jo_inl material between 1, pipe ond wol1 ~---, ' "' -· . -r 0 roughened - construction joint ____,/ p,c.c. I I I I -1...J I I I I GROUTED AND NON-GROUTED RIP-RAP TO CONFORM TO EXISTING GROUND 6' CHAIN LINK FENCE PER O,C.E.M.A. STD. 600-0-0C. SECTION l' - A-A a h 600-0-0C SYMMETRICAL ' ABOUT 't_ ~ / e 0----: NOTE: oo ///of PlaoJ /Jon-&rov/&d r?,p·/?op Over cJroufed r?;p-,'i'o,o. r'rov1de /? 0.,nooll? lran01f1on From 6rovled 1'{1p· Rop-1o Yon-6,ovr&d l'\'p·!'i'o.o 4 Pioe Dia. min. DISS IP ATOR DIMENSIONS 9.o· H 13.5' 6 75' I 24.0' (2)#4 {i#• rf1 -I \ I 7-1 ,.,---#4 @ rnH o.c. I ~t 1 #4DIS"O.C, BO"fH WAYS • _,,. ([(2)#4 i BQTH WAYS 11-:( I )#4 r1 ' 1•, --15' FILLO -t+-1 ' [1 r tr,2)#• w 51.-~ l_ oer10NAL 'l IE CONST. -'--+~~ P.C.C. SECTION 8-8 TOP OF WALL SLOPE #4 @ 18", BOTH WAYS- JOINT I LAP I P.c.c.~ ;._ ~8~ ' 'DETAIL F EXIST!l../6 '31":0UN.D #• @ , a· BOTH WAYS #4 @ 18' 7 801H WAYS , #4010" o.c.. BOTH WAYS • I P.C.C. 3/4" RAD/ I. . [ 6-1/4" __i:r-1 DRAINAGE NOTCH SECTION A-A T / / LONGITU~:L 1 SECTION Ji§ ENERGY DISSIPATOR RINGS SYMMETRICAL ABOUT <;_ ~. --..., 1/2 H f •4ms· O,C, ( BACK FACE> .--#4 @ 10" O.C{fRONT FN.T BOTH WAYS LAP lr~-#6 EDGE BARS ADDITIONAL WA.LL RDNrORCEM[NT '"· '·, NOT SHOWN "' i "i ' -3,0' C 9.0' w 1° o· e 1.5' I 0.::1· f 3.0' t' 1.8' f1h IMPACT TYPE ENERGY DISSIPATOR SECTION C-C DETAIL G BAFFLE WALL • ·•~ :::~~; I ~ (N.T.S.) . ' I I (4)#</,--I '=====-====~~~~~~==-=,====;=~=======~=:====--===========~~~"=====~===~~~,-'1 I ... -·· --·-·-, ... ~ 20' !, ,.~,,,. _,,,,,_,.,., ... ~-~.. ' •"1 <" ••• ,,. "RECORD DRAWINGS" I 'bry'?; • J7..T { SPE. L,\S~TI WAL3L9~1-· ,-,5,_'.__nlO~' /;l' '1'? '<.y· i------- I !I 11 '-' p R DE AIL , CONC. SWALE PER ' THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION • SHT.102 '-/ ,r-DETAIL IO SHT. I02. 4.9' ;:;; SUBMITTED SY THE CONTRACTOR, INSPECTOR, AND CONSTRUCTION MANAGE-.,,..,_,, / MENT STAFF AND ARE NOT THE RESULT Of A flELD"AS-BUILT" SURVEY. \ f WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER IS ,, \ NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS " ( \ WHICH MA:Ji_AY~BEEN INS,OR~RATED INTO THIS DOCUMENT A~ A RESULT. 1,1 / • ·' ' .-,;::?;:1;,-' --•✓~:,.../f '1./'.--? /.I / l.. p;,~ ;;r ~>r w,o/2; '7/4:'0! .. ••. 2? .• if -' , l 3 7" . . 0 ;:;-- /I . I PADLOCK HASP . 0 .. :·. a I I I ' l--·-18 "----"I I. 2. 3. FOUNDATION TO BE 18" x 18", BOLT CIRCLE PER MFG. TEMPLATE. ENCLOSURE SHALL BE FURNISHED WITH A DETACHABLE MOUNTING BASE ;\LL FACTORY INSTALLED COMPONENTS SHALL BE U.L. LISTED OR PER PUBLISHED N.E.C. STANDARDS. ~,. A 3/4" CONSTRUCTION GRADE PLYWOOD PANEL SHALL SE FASTENED TO THE REAR WALL. PANEL SHALL BE 12" x 24" AND ·sHALL HAVE A NO. W.I-25. AND R-84I STANDOFF FASTENED IN THE CENTER OF THE PANEL. "· ENCLOSURE FINISH SHALL CONFORM TO A.S.T,M. B-117. COLOR SHALL BE PORCELAIN WHITE. G. PROVIDE !-l /2" CONDUIT FOR FUTURE I 15 VAC SERVICE. 18" STORM- DRAIN A 2· A~ rf'<c: CL w 8 257,13 -~ 1~ ,...,, 7 I I I I ro Cl i SPLASH WALL__.-, I PER DETAIL 39 I SHT. 102 0 ui "'. (\J I , I I ~-" I al ~ "'' ~I 1:1 1 ;o· TRAN __ s .... 1 ___ -r- . I •. \_g6:!.,8B / ,_.. _",:: __ / -li--1 "' L42" STORM DR.i\lN A 264.13 F.S. l1NTERM CONDITION 'TO BE REMOVED AFTER COMPLETION OF STORM DRAIN IN THE ULTIMATE CONDITION AFTER STORM DFlAIN IS COMPLETE, CONSTRUCT WALL AND REMOVE REST OF DITCH SLOPE FLOOR OF DITCH TO DRAIN TO RISER B 266.0 RIDGE-.... 18,5' 261.33 r F.L. 4.7' 10' 3.8' --1----'.::__------t---'="---'1 20' TRANS. SPLASH WALL~ PER DETAIL 39 \ SHT. 102 ) 2.5' J_;.-------t'"\. AIR BLOWN MORTAR DITCH 26 33 F.S. 10· 3 VAF<lf:_§. 2.0· MiN. 111'=111?.li! -----6 1' X 6" Wl.4 x Wl.4 WELDED WIRE MESH '--AIR BLOWN MORTAR DITCH SECTION A-A Dn 1L, (158B6) .,. 3. Sheet J 02A Of l t, -x\l-QfESS/a,u ~ t l\f( I ,ts.: ~ • W,y<": ~ I 1:9 .:::; ~ (>" ~ tt • ~ :z: 1 , 42 9 . J 7 I S uc. n41.243 8 I r cc ~; 3 inches on original drawing I fr EXP. 3.3,.C/e --k ..r.¢,_ C!Vi\.. ~"<:'{;•==========..=================!I , ~' o ;7'0!~;/ ORANGE COUNTY I ENVIRONMENTAL MANAGEMENT AGENCY STORfv1 DRAIN DETAILS d ..., V1 \/I Cl rt ~ ) !. . d -"' -, l! } . " \ , ,' I ,~· ' ' f' ' ! J 'i I ._/ ! i i ,I I i ! ,, ,, ,, '"~,l ,, /;' \ /, / DATE ' ! I I ' ' J ' ,'.' ,_,{ _,, l ! 130, 77' CONTROLLERS'A', '8', AND 'C' LOCATION,. CONT.RAGTOR SHALL INST AUL 1 TWO RAIN BIRD ISC-24 WALL MOUNT CONTROLLERS ('A' & '6') , . • 'AND QNE 1S0-24 (CONTROLLER 'C') IN VANDAL PROOF ENCLOSdRES 1 SEE DETAIL FINAL LOCATION OF THE CONTROLl.ERS TO BE APPHOVED BY THE LANDSCAPE ARCHITECT, C:OORDINATEirHE 120 VAC P,OWER ,:o THIS LOCATION AND M,\KE THE FINAL HOOK-UP./ ' • I PRESSURE,'CALCULAT!ON FOR: VALVE 'C1-15 52GPM HciL {HYDRAULIC 0GRADE LIN_E} / ZONE B METi:R ELEVATION ; HlGf-.!ESTHEADELEVATlON' :' / IRRIGATION WATER METER (3" TURBO) ; BASKET STRAINER {2 i/2") MASTER. VA[VE (2 ,112") MAIN LINE PIPE . LATERAL UNE PIPE· , ELEcnitc REMOTE COf\:TROL v.~LVE (2") ~RESSURE fEOUJRED AT SfRIN~.LER MISC. LOSS (20% OF TOT Al PIPING LOSS) ELEVA'rlON-(LOSS/GAIN) • ' I TOTAL PRESSURE REQUIRED FOR OPERATtON EXISTING WATER PRESSUfiE AT M_El ER RESIDUAL PRESSURC: / 470.00 1°68.00 380,50 4,00 1.30 4,0o , 7.69 .' 7.56 4'00 35:00 1 3,05 92.01 153.61 J • 1 JO. 7_7 ; i.27 .a·s I l I I I I ;' ' I ' ' ' I I ' ' . I i' \ ' I \ \ ' ' \ ' i \ ,, \ \ • ' \ [i l ! ; ! i i ; ; ,' i • i _; : '. / . lf/RIGATION DESIGN IS DIAGRAMM,ATIC. CONTRACTOR SHALL INSTALL ALL MAINLINE OUTSIDE OF THE STREET RIGHT OF.WAY/ • ',WITH THE EXCEPTION Of STREET CROSSINGS. .! ' / / ' ! ! I OES!GHEO DRA\/N .,V ! HR, 14 ( 15886) Sheet 118 OF 1.36 PREPARED BY Ti'llE l!EITH C0'1?MJIIES ORANGE COl.lr'JTY ENVIRONMENTAL MANAGEMENT AGENCY ' IRRIGATION PLANS FOR SAND CANYON AVENUE STA,10+00,00 TO STA,21+50,00 SCALIE AS SHOWt! DATE •P• 1"•40' ROUGH GRADING PLAN SHT-1 -2H0,23JPF• 10707 175 14-D,o-B9 11•52 AM/ 10707,00-3{02' :,: • .., 0 0 0 0 .. 0 ... cl ..., \fl IRRIGATION . . •• •• •• • •• •. INSTALL AL DESIGN IS DlAG. • • wm, rHE e'x~..::~:'o~,,,;,~~~~•;<;;, CONTRAC10R s .. • . . . .. STREET CROS STREET RIGH HALL . . .·. .. SINGS. T OF WAY, DR, lie (15806) Sheet 119 O'F U6 ~ . m-zs ~3 ''R[[OR!J DRAWINGS,, PREPAftEO GY [<J ~ F. 0 1': C AGEtJCY i". o• IRRIGATION PLANS FOR i SAND CAMY ~ .,, ON AVENUE~ STA-21+50,00 TO E ST A, 33~00.00 MARK DATE REVI DES:RlPY!Ofl PREPARED Vi 33+00 34+00 35+00 36+00 TO END OF ROAD / i i ' i / ,' I I l ' ) \ i ' ·;· ,.., ~r" L :,_:_.J / { ' } / / ! ! ,,. . -, ' '•.-. ~'~ ··~-!«.,~ "-, .,};:. ~-. , j j IRRIGATION DESIGN IS DIAGRAMMATIC. CONTRACTOR SHALL INSTALL All MAINLINE OUTSIDE OF THE_ STREET RIGHT OF WAY, VliTH THE EXCEPTION OF STREET CROSSINGS. • DR. 14 ( 15886) Sheet 120 OF 1% ID·25 "R[[ORD DRAWINGS" 93 . ' ' " Ol'V'ltJGE courJT'l' ~c. FlU. ErJV I ROtlHEtJT Al MA!JAGEl'i:EfJT AGEtJCY IRRIGATION PLANS· FOR SAND CANYON AVENUE STA, 33+00.00 TO STA. 36• 70.00 tj -, V) " ~------WALL MOUNT SATELLITE 01 ·-VANDAL PROOF ENCLOSURE ASSEMBLY MANUFACTURED BY: PACIFIC TECHMICAL SERVICES 23432 SOUTH POINTE DR. LAGUNA HILLS, CA 92653 {714) 837-4460 NOTE: AH wire to be iristaHed ~s per local code. provide commerclai pad!och: and two {2} keys .to owner COi\!TROLLER NOTE; 1.All piasHc µ!ping to be snaiwd in trenches. 2.Bundh:.1-& topc wiring at 10' intervals. 3.1'ie a loose 20" loop in wiring al change of -d!rccHon yrcatcr th'1n zcri. Untie a!! !oops after ail cormect:cns have bem1 made. 4.hil5tan a!l control t•1irc on the undersidi:? ot Hm main !inc pipe. 5,Seo lrrlgntion specmcatlons for tmc!d!ii nnd comp3cHon rnquiremonts, 6.For de1>th of main line lrrlgalion line see O.C.E.M.A. Stci.1760. ~--uvR-PVC Sch. 40 PIFE £H1Chor .]t 1(}' o.c. 1-UVR,P'\/C Sch.40 COUPLING 12" PIPE 24" 10" ROUND VALVE SOX r· S'TENC!L 'Q.C' ON UO r-FINISH GRADE • t .. PVC MAIN LINE P\IC S:h. 40 ELLJ NOTE; !NSTAll !>" FROM W£AP..EST fs!)J;\CENT PAVW ARtA. QUICK COUPLING VAL VE l8fo\CKf~-O\ftf PREVlEh~·"flE!R REDUCED PRESSURE PRINCIPAL TYPE r~ 1~7\ c~~ 1 ii I \,--~PRINKLER HEAD ON RISER ~~~ ):::__,, ~ / C::;:::=:;J"---2-"FAST-LOCI( GAl.V, BANDS ,_____,_ __ ~fi~~CH.40 GALVANIZED STEEL PIPE ,,,_ __ UVR•P\!C Sch. 40 RISER r SWING JOINT / (lwo short nipples and two 90 c!bm.•~.s} I ADV IN RISER ~ !JVR•PVC Sch. 40 (a::; required} ,---,'/ LATERAL LINE 1 ...... ---Fl NISH GRADE ~~"-~--F===7:...__ ___________ __, [_. -.,----I -... POP-UP IMPACT ROTOR r-SWING JOINT / PVC Sch. 40 ELL AND STREET ELL / 1 ___ SHORT NIPPLE E N / 1-ADV IN RISER(as rnqulred) I l---J I I I PVC STREET ELL tr-_-;£, fil~7~~ I":-. i,-1 =-:r1ls:=:::-i7:-j;----f----- ru·--r1:. . ' '---i-rtTI11,' ir1 'i' -'\' f 1111 11 ,1.:',.,,\ ~ I ·---8-~/ PVC LATERAL---' f> TEE IN LATERAL-J Plastic valve box with iocking cover. mark "R.C.V." and station number on cover ''\ A t SHRUB SPRA V ON RuS!ER J r--· / ' SPfllNl<lER HF.AO ON RISER I I ..., " -~ ~" ' ,1!__1 .t,:;JJ, ¾·------·--·7 --' I , .J ~ ,- :;.; ~ ----- Lj' l ! n I PVC Sch. 80 RISER --- PVC Sch. BD NIPPLE--~ w u ' I ro, ~ I • II . ~ ~!µu.. ___ _...,-~I~ f~, SWING JOINT PVC Sch, 40 ELL AND STREET ELL SY!vl3OL ''' \, 0 \ i ,, ',? v ·v ~ ' "' Q(} y ii .J ',;.' .. .,, Q"Z; 0 ' 0 Et, ' Qj) <D I © l i>~ l @J I . --•-•'-•-··---I )\/!Ar,;UFACTURER RAIN BiRD RAIN BIRD RA1N B:RD RAIN n!RD FV\fN 8L9D R6.IN ilfRD RAIN rnrm RAWS 8[RD RAIN BiPD RA.!N 8lR0 RtWsl 8HlD FiAfN B!RD H.A.l!\l O!RD RAIN BIRD GR[SVJOU1 GR:SI//OU) NELSON HAYWARD NIBCO R,'\;~J B:RO P..rrnovED 'BROWN LINE ' I t<rPt\OVED APPROVED APPF<CVED NiBCO EX!STtNG ·~ l ~ 1;:-~,;, ~= u~ I'= ~ fQ;' Lb _'J t,1ODEL NV)DESCRlPTiON GPM PS' _, RAD PA·SS-PRS-12H SHRUB SPRAY 1.05 20 10 PA-ss .. PRS-15~ SHRUB SPRAY 1.50 2C 12 PA-83-PHS· 1 DH-SL.A SHRUB SPRN!' 1.33 20 14 i Bi2-SA.M-PRS--8Q--Fl T SHRU8 POP,UP .38 28 8 i 8 l 2-SMv1-PRS-BH-f-LT SHRUB POP-UP s::a '.?O B 1 fl1 2-S/\M-PRS-i 2H SHRUB POP-UP 1 .O'i 2:J i (l 1H12-SAM-Pf-iS-150 SHRUB POP-UP ,, .,o 20 12 1812·SA:v~-Pr-!S-15H srmu□ POP-UP i..50 20 12 18 I 2-SAM-PRS-22H-SS SHiiJB PO?-UP "1.3:3 :,o ' ,, '' ~'.045 P,J,AD,J·OG {1 /4) !MP.ACT • .GO 35 ;3 5 2045 PJ-.ADJ-08 (112) IMPACT 3.30 35 :~s ......... ~ .. ,:;,V••~) PJ-FULL-:2 IMPACT P.3Q 35 35 151418°08 POP~UP {i i4) IMPACT 3.40 35 35 15"1118--09 POP-UP { i 12) IMPACT 3.40 35 35 DW-PRV SERIES ELECffitC RH/.OTE CONTROL. VALVE. SIZE ON PLAN W/RECLAiMED WATER WARNING LABEL .. 2030 SERIES MA,STEFi' VALVE. SEE PLAN FOr-{ S17.E. W/RECLAiMED' ,WATER WARNING LABEL. 7645 QUICK COUPLING VALVE WiLOCKING VINYL COVER AND RECLAIMED WATER WARNING LABEL #72 SIMPLEX BASl(ET STRAiNER Wi 60 MESH SCREEN. T-113 LINE SIZE GAH:; V-\LVE. W/RECLAIMED WATER WARN!NG LABEL. tSC SEFlC:.S E!...ECTM1C V.JALL MOUNT CONTROLLER. !i"·JSTALL tN A VANDAL PF!O()F ENCLO.SUFiE SEE P:.N✓ r-or-i. SIZE. LA TERA:... UNE, SCH, 40 PVC Pf PE, S1ZE AS ~JO TED. ALERTUNE RECLJ\l!\·1ED WATER MAIN LINE, VIOLET !N COLOR MAINLINE 1 1/2" & SMALLER SCH. 40 PVC PIPE. 2" & LARGER CL. 315 PVC PIPE SIZE AS NOTED . SLEEVE, SCH. •10 rvc P\Pl:. 4'' DIA ~.}Ii\. iNST A.LC 2ll" [j[;_OW FINISHED GRJ\OE E>:TEND -12" PAST EDGE C::'" PAV: YG. CON!Jl!/T, SCH. 40 PVC PlPE, 2" ML~. ()IA cou;,uNG UVR PVC TO STANDl,RD PVC. RECLAIMED DISK WATER METER BY OTHE"S. • ' I I / .,.....,.":l p • ~ t u DET/1,,i:., 1I fl ' 'A/8' 't1/8' I 'A!B' I ij .~. 1 v 'C.' I C' I ""' ~ ' I ' 'C' I ·c· I 'D' 'D' 'D' 'E' II 'E' Q T' I T' 'G' 'N' 'I' 'J' 'K/'~r 'h:'/ '{,f ~ ' 'K' ·:;, .'L/M' I SO, CAL. PUMP , BOOSTER PUMP PACKAGE. 'P' I i I I I ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY DETAILS FOR IRRIGATION i I SAND CANYON AVENUE! ' ·i!S "RECORD DR~WING" STA. 33+00.00 TO STA. 36+ 70.00 r• 2 \A T' - ,;:,:::: "' ._;:: . if d .., "yJ '-'I c,<:, " µ ....5! \/) 1-l cJ ~ ..., :::, -· .....,, c;:- * j -n " ' " ' ' A. B. C. D. F. G. ,H. I. . J. L. I M. N. 0. Irvine Ranch . Water District SPECIAL 0NSITE RECLAIMED WATER NOTES THE INSTALLATION OF THE IRRIGATION WATER SYSTEM SHALL CONFORM TO THE' REGULATIONS FOR THE CONSTRUCTION OF IRRIGATION WATER SYSTEMS WrfHINTHE IRVINE; RANCH WATER DISTRICT ("LR.W.D.) AND THE ACCOMPANYING PLANS AND SPECIFICATIONS. All ON SITE CONSTANT PRESSURE RECLAIMED AND POTABLE WATER MAIN LINE PIPING INSTALLED ON THIS PROJECT SHALL BE IDENTIFIED IN ACCORDANCE WITH "I.R.W.D.'S". REGULATIONS AND THE IRRIGATION SPECIFICATIONS. ALL CONSTANT PRESSURE RECU\IMED WATER PIPING SHALL BE PURPLE COLORED PVC. MARKING ON THE PURPLE COLORED PVC PIPE SHALL INCLUDE THE FOLLOWING: CAl!TIOl'l RECLAIMED WATER. NOMINAL PIPE SIZE, PVC-1120. PRESSURE RATING IN POUNDS PER SQUARE INCH AT 73 DEGREES, ASTM DESIGNATIONS SUCH AS 1785, 2241, 2672, 3139. PRINTING SHALL BE PLACED CONTINUOUSLY ON TWO SIDES OF frlE PIPE ALL RECLAIMED WATER SPRINKLER CONTROL VALVES, SHALL BE TAGGED WITH IDENTIFICATION TAGS. (a) TAGS SHALL BE WEATHERPROOF PLASTIC. 3•• X 4", PURPLE IN COLOR WITH THE WORDS' "WARNING • RECLAIMED WATER • DO NOT DRINK" IMPRINTED ON. ONE SIDE, AND "AVISA -AGUA IMPURA -NO TOMAR•• ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS. MANUFACTURED BY:• TOM CHRISTY ENTERPRISE. 21207 W. STRUCK AVE., ORANGE, CALIFORNIA, 92677, (714) 771-4142. OR APPROVED EQUAL (b) ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: (1) ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP QB (2) ATTACH TO SOLENOID Wlf,E DIRECTLY OH WITH PLASTIC TIE-WRAP QB (3) ATTACH TO VALVE COVER WiTH EXISTING VALVE COVER BOLT. WARNING TAPES SHALL BE USED ON ALL CONSTANT PRESSURE MAIN LINE PIPiNG CARRYING POTABLE WATER. WARNING TAPES SHALL BE A MINIMUM OF 3 INCHES WIDE AND SHALL RUN CONTINUOUSLY· FOR THE ENTIRE LENGTH OF ALL CONSTANT PRESSURE POTABLE MAIN LINE PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPE WITH PLASTIC TAPE RANDED AROUND THE WARNING TAPE AND lHE PIPE EVERY FIVE (5) FEET ON CENTER. WARNING TAPE FOR THE CONSTANT PRESSURE POTABLE WATER PiPING SHALL BE BLUE IN COLOR WiTH THE WORDS "CAUTION BURIED WATERLINE BELOW" IMPRINTED IN MINIMUM 1-INCH-HIGH LElTERS, 8LACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT. THE "I.R.W.D." SHALL BE NOTIFIED TWO DAYS PRIOR TO THE SlAfiT OF THE CONSTRUCTION AT (714) 476·7603 AN.D EACH WORKDAY THEREAFTERUNTILCOMPLETION OF PROJECT ... ALL PRESSURE MAIN LINE PIPING FROM fHE RECLAIMED WATER SYSTEM SHALi. [JE INSTALLED TO MAINTAIN 10-FEET·MINIMUM HORIZONTAL SEPARATION FROM ALL POTABLE WATER PIPING. WHERE RECLAIMED AND POTABLE WATER PRESSURE MAIN LINE PIPING CROSS, THE RECLAIMED WATER PIPING SHALL BE INSTALLED BELOW THE POTABLE WATER PIP!NG IN A PVC CLASS 200 PURPLE COLORED PVC SLEEVE WHICH EXTENDS A MINIMUM OF. 5 FEET ON EITHER SIDE OF THE POTt,BI.E WATER PIPING. PROVIDE A MINIMUM VERTICAL. CLEARANCE OF 6 INCHES. CONVENTIONAL (WHITE) PVC PIPE MAY BE USED FOR SLEEVING MATERIAL IF IT IS TAPED WITH 3 INCH WIDE RED WARNING TAPE WHICH fiEADS "CAUTION • RECLAIMED WATER." THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO AND MUST BE OPERATED BETWEEN THE· HOURS OF 9:00 P.M. AND 6:00 AM., UNLESS OTHERWISE DIRECTED BY THE DISTRICT ENGINEER ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS, STREETS AND SIDEWALKS. CONTACT THE "LR.W.D." OFFICE TWO DAYS Pf110R TO THE IRR!GATION SYSTEM COVERAGE. TEST AT (714) 476-7603 AND ARRANGE FOR A WALK THROUGH OF THE SYSTEM. FP,iLURE TO COMPLY WITH ANY OR ALL THE ABOVE GUIDELINES PUTS YOUR SYSTEM IN VIOLATION OF THE DISTRICT'S RULES AND REGULATIONS, AND WILL RESULT IN. TERMINATION OF SERVICE UNTIL APPROPRIATE CORRECTIVE STEPS HAVE BEEN TAKEN. • I BOOSTER PUMP SPECIFICATIONS .I BOOSTER PUMP SYSTEM SHALL BE A CONSTANTE! OW, (FACTORY PREPIPED AND PREWIRED UNIT, MOUNTED ON A STEEL SKID BASE), OF PRESSURE DROP THROUGH THE PREFABRICATED SYSTEM. FABRICATED BY: SOUTHERN CALIFORNIA PUMP SALES, (714) 9G6-1095. PUMPS SHALL BE. END SUCTION CLOSE COUPLED OF\ IN-LINE TYPE, BRONZE FITTED CONSTRUCTION, WITH BRONZE IMPELLER AND WEAR RINGS, MECHANICAL SEAL, STAINLESS STEEL SHAFT SLEEVE, AND INTEGRAL FLANGED SUCTION AND DISCHARGE CONNECTIONS. , MOTOR Sf!ALL BE 1750 RPM, ~WvTHREE PHASE (IF AVAILABLE), OR SHALL BE 3500 RPM 1.~oV SINGLE PHASE (IF AVAILABL~) OPEN DRIP PROOF, AND SHALL BE NON-OVERLOADING ON .THE FULL RANGE OF THE IMPELLER CURVE WITHOUT USE OF THE SERVICE FACTOR. MOTORS. INSTALLED VERTICALLY FOR OUIDOOR USE SHALL BC TEFC. PIPING, FITTINGS AND VALVES SHALL BE FLANGED UNITS, NOT THREADED. ALL NUTS /\ND BOLTS TO BE CAD PLATED. SHUT-OFF VALVES TO BE BUTTERFLY TYPE, WAFER STYLE, LUG TYPE, DRILLED AND TAPPED, AND CAPABLE OF REMAINING INSTALi.ED IN THE PIPING. SYSTEM TO INCLUDE A BYPASS VALVE AND CHECK VALVE. SYSTEM ALSO TO INCLUDE A 1 1/2" BLOW-. OFF RELIEF VALVE AND PRESSURE GUAGE, FURNISHED AND INSTALLED BY PUMP, MANUFACTURER IN BOOSTER PUMP STATION. CONTRACTOR TO RUN A 1 1/2" GALVANIZED BLOW-OFF LINE TO CATCH BASIN. BLOW-OFF RELIEF VALVE TO BE CLA-VAL MODEL #50 G. SKID BASE TO HAVE BOLT HOLES AT EACH CORNER FOR ATTACHMENT TO THE CONCRETE PAO .. IRRIGATION CONTRACTOR TO BOLT BASE TO CONCRETE PAD WITH CAD PLATED ANCHORS. CONTROL PANEL SHALL BE A UL LISTED COMBINATION STARTER, NEMA 3R ENCLOSURE, DOOR- IN·DOOR TYPE, WITH CIRCUIT BREAKER DISCONNECT, THROUGH-THE-DOOR ON/OFF HANDLE, .MAGNETIC STARTER WITH OVERLOADS AND HEATERS ON ALL LEGS. HOA SELECTOR SWITCH, 115 VOLT CONTROL CIRCUIT TRANSFORMER W!TH CIRCUIT BREAKER DISCONNECT, CONTROL TERMINAL STRIP, AND TIME DELAY RELAY 'OFF' TO PREVENT PUMP CYCLING AS VALVE: STATIONS OPEN AND CLOSE. THE ELECTRICAL OCNTRACTOR SHALL PROVIDE .~LL LABOR AND lv'.ATERIAL FOR MAIN POWER TO THE PUMP PANEL, AND FOR 115 VOLT POWER BETWEEN PUMP PANEL AND SPRINKLER PANEL DRY CONTACTS. SPRINKLER PANEL (BY OJHERS) SHALL INCLUDE A PUMP RELAY START PACKAGE. WHEN THE TIME CLOCK IN TclE SPRINKLER PANEL IS ENERGIZED. THE DRY CONTACTS Will CLOSE AND ALLOW POWER FROM THE PUMP PANEL TO FEED THROUGH THE DRY CONTACTS AND BACK TO THE PUMP PANEL THEREBY ENERGIZING THE PUMP. ENTIRE UNIT TO BE FACTORY FINISHED WITH TWO COATS OF AN APPROVED COLOR GREEN 'RUSTOLEUM FACTORY ENAMEL FINISH, WITH TWO COATS OF 'SINCLAIR' CHROME OXIDE #15 TO BE APPLIED ON THE BASE AFTER FIRST DEGREASING AND WIRE BRUSHING. I THE SERVICES OF A FACTORY TR/\INED REPRESENTATIVE SHALL BE MADE AVAILABLE ON THE JOB SITE TO CHECK INSTALLTION AND PERFORM THE START-UP, AND INSTRUCT OPERATING PERSONNEL. (CONTACT SOUTHERN CALIFORNIA PUMP SALES AND MANUFACTURING 714-966·. 1095) A REPORT OF THE START-UP DATA, INCLUDING VOLTAGE AND AMPERAGE READING, PRESSURE GUAGE READINGS, AND GENERAL OPERATING CHARACTERISTICS SHALL BE, SUBMITTED TO THE Al1CHITECT FOR RECORD PURPOSES. THREE SETS OF OPERATING AND MAINTENANCE MANUALS AND CONTROL PANEL WIRING DIAGRAM SHALL BE PROVIDED TO THE CONTRACTOR. BOOSTER PUMP MODEL NUMBER: 115 BP 162 P4-15.0-CDEFGHX {IF THREE PHASE POWER AVAILABLE) 115.BP 162 P2-10.0-CDEFGHX (IF SINGLE PHASE POWER AVAILABLE) '!'Jflb",,7'LP rtJ,'fP J-tafa'l. ~e f(AII {l:J"M7,oE( ~ AMO ~ fl!V,,~~ ?JMf' /1.4Nf 1P J!3e ,4c,.)b1tl!E,t;';! fk-IJ/t'! M~ av ,4 se:,o ~ t t¥U;".el"'t:O p Jl/1! ~/~ tcMff_t:p! fi71" R>~ /4t.lAT,'.JN t;3 REBAR insta!i to a depth ct 24 inclle:i ! ' CONCRETE BENCH DRAIN ·-. ....J I kr:® PIPE ACROSS BENCH DRAIN FLANGED---, FITTING II .------PLASTIC VALVE BOX WITH LOCKING COVER. HAY-WARD 72 BASKET STRAINER WITH 60 MESH S. STEEL SCREEN FINISH GRADE~ l ..... "--ONE CUBIC FOOT 3/4" •CRUSHED ROCK l--c~---------------------+="'::::'."""----..,------------------1 WARNING TAPE ON RECLAIMED WATER CONSTANT PRESsur,E MAIN LINE PIPING IS ONLY. "'1r;®F:::,:::;.ll::._. ___________ • _____________ ......;~~"~,r.J _.;.~-~-~-~-~ !_~!~~~~~~-'--------, ALLOWED ON PROJECT-BY PROJECT APPROVAL FROM THE DISTRICT ENGINEER. IF: [1 PREP!PED PUMP PACKAGE v APPROVED, IT MUST FOLLOW THESE INSTALLATION SPECIFICATIONS. 1. WARNING TAPE SHALL BE USED ON ALL CONSTANT PRESSURE MAIN LINES. 2. 3. WARNING TAPE SHALL BE A MINIMUM OF 3 INCHES WIDE AND SHALL RUN' CONTINUOUSLY FOR THE ENTIRE LENGTH OF ALL CONSTANT PRESSURE MAIN LINE l PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP ON THE PIPE WITH PLASTIC: TAPE BANDED AROUND THE WARNING TAPE AND THE PIPE EVEHY 5 FEET ON, CENTER. • WARNING TAPE FOR THE CONSTANT PRESSURE RECLAIMED WATER PIPING SHALL BE RED IN COLOR WITH THE WORDS "CAUTION -RECLAIMED WATER•' IMPRINTED: A MINIMUM OF 1-INCH HIGH AND BLACK IN COLOR. IMPRINTING SHALL B_Ei CONT!NUOUS AND PERMANENT. ABOVE GROUND IRRIGATION INSTALLATION NOTES Schedule 40 UVR/?VC pipe varying from 1/2" to 3• and fittings are approved f'or above ground installation undar the following conditions; l, THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION 2. , SUflMITTED BY THE CONTRACTOR, INSPECTOR, AND CONSTRUCTION MANAGE- MENT STAFF AND ARE NOT THE RESULT OF A FIELD"AS-B\JILT" SURVEY. ,13 WHILE THIS INFORMATION IS BELIEVED TO f!E RELIABLE:, THE ENGINEER IS \ • NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHlCH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT, 4. 5' " r~ 6. All products must bear a permanent identifiable label such as Brownline /Sunetop/Ultru-Gard/Solar Bloc lNR/PVC. The irrigatio_n. systems service non-potable water and are located! downstream from an approved back flow device. The piping and installation shall bo in accordance with the requirement51 of the latest edition of Internatiooal Association of Plumbing and Mechanical Officials (IAPMO) Standard !S-S, with IAPMO-listed PVC fittings, primers and solvents, except tho exposed piping need not be wrapped or protected from sunlight. The piping may be installed above the burial with compacted back fill cover. ground surface instead of 24" Each pipe riser serving a sprinkler· stabilizer assembly constructed of a 1811 '· in the .solid ground and fastened stainless steel bands~ head shall be anchored by a riser 14 reinforcing bar or equal driven to the riser by two galvanized or The horizontal pipe shall be anchored within 12tt of the sprinkler riser and a maximum of 10' O" o.c. by a #3 x 24" reinfo~cing bar with a "J" ALL MAiN UNE PlP!NG AND CONFlOl WffiES UNDER PAVING SHALL BE INSTALLED !N SEPARATE SLEEVES. MA1N UN!: SLEEVE S1ZE SHALL BE A MINIMUM OF 1wrcc (2X) THE DtAr .... -rETt:R OF THE P1PE TO BE .SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENl SIZE FOR THE REOUIH[D NUMBEH OF Wi/iES UNDE:R PliVING. ALL LA.TERAl. LINE PiPtNG UNDER PAVING gHA;..L BE PVC SCHEDULE 40 PIPE AND SHALL 8[ JNSTALLED PR!OR TO PAViNG. PlPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAW!NGS. NO SUBSTffUT!ONS OF SMALLER P!P,E SIZES SHALL BE. PE.RMffTED, BUT SU33TfTUTJONS OF LARGER S!ZCS Mt,Y BE APPROV[D. ALL DAMAGED ANO REJECTED PIPE SHALL BE REMOVED FROM THE SITE Al TME T!Mi:: OF SAID REJECTION, F-INAL LOCATION OF THE AUTONtA.TiC CONTF"lOLLER SHALL BE APPROVED BY OW~JER'S AUTHORIZED REPRESENTATIVE 120 VAC ELECTRICAL POVVER .SOURCE A1 CONTROLLER LOCATION SHALL 8E PROV!DED BY OTHERS< THE IRRJGA'ilON CONTRACTOR SHAU. /,.'\AKE THE F!NAL t'•ONNE.CTK)N FRDM THl~. ELECTTHCAL SOUi-"iCE:: TO Tl IL CONff-OLIER. ALL SPRINKLEFl HEADS SHALL BE SET PERPE!',;D1CVLAR TO FIN!SH GRf\DC. UNLESS OTHERW!SE SPEClr!CED. THE IRR1GATION CONTRACTOR SHALL FLUSH AND ADJUST All. SPfilNKLEti HEADS AND VALVES F-C)R OPTIMUM COVERAGE \.V!TH Mi~~l1v1AL OVEHSPRAY ONTO Wi\U{S, STREETS, WALLS, ETC, THIS SHALL INCLUDE RSGUlAitNG THE PRESSURE AT EACH VALVE TOOBTA!N THE OPTIMUMOPEfiAT!NG t.JRESSUHE FOR EACH SYSTEM. THIS DESIGN !G OlAGRMJlMATIC. /\LL P!P!NG, VAi..VES, ETC., SHOWN V\/ITHiN P/\VED AREAS IS FCR DESIGN C:...AR:FICAT!ON ONLY AND S!{r'\LL BE iMSTALLCD !N PL4NT!NG /\REAS ¼VHEREVER POSS!8LE. THE C()NTRACTOH SHALL LOCATE ALL VALVES !N SHt:WB AREAS. ff IS THE RESPOMSlOIUTV OF THE IRR!GAT!ON CONTRACTOR TO F!\MtllAPlZE HIMSELF w:rH ALL G~{Al)E 01FFERENCES, LOCATION OF WALLS, RETAINING Wl\LL.S, STRUCTURES AND UTIUT!ES. THE iRR!GAT!ON CONTRACTOR SHALL REPAIR OR RE?U\CE ALL !TEMS DAMAGED BY His W8RK. HE SHALL COORDfNATE H!S WORK V/iTH OTHER CONTRACTORS FOR THE LOC/\T!Of,J AND INSTALLAT!Oi,i OF PIPE SLEEVES AND UtTEP.ALS THROUGH WAL.LS, UNDER ROADWAYS AND PAV1NC:i, ETC, DO NOT WilLFULL Y !NSTALL THE SPRJNKLF.R SYSTEM AS SHOWN ON THE DR/\\tVi~~GS WHEN ff !S OBVIOUS 1N THE FIELD THAT UNKt~OWf'J OBSTRUCTlONS, GRADE D!FFEHENCES OR Ot~FERENCE.S !N THE AR.SA DIMENSIONS EXIST THAT MiGHT MOT Hl\VE BEEN· CONS1DERED lN THE ENGiNEERfNG. SUCH OBSTRUCTIONS CR O!FFERNCES SHOULD BE BHDUGHTTO TH[ A1TENTION OF THE OWNEr,s AUTHOR!ZED REPRESENTATiVE-IN THE EVENT THIS NOTiflCATJON IS NOT Pf:RFORMC:D, THE (RR!GAT!OH (;ONTRACTOFl SHA.t1 ASSUM£: FUU Hf.SPONS!BlUTY FOH ANY REVIS!ONS NECESSAt-W. ALL SPRlN!<lER EQU!PMENT NOT OTHERVl!SE DETAILED OR SPECIFIED SH.AU. 8£ lNSTALLE-.D AS PEfl. M'\NUFACTuREFi'S REC0Mt..,!ENDA1 !ONS AND SPECIF!CATiONS, REFER 'TO SPECJF!CA':!ONS FOR ADDITiONAf. OETAlLED !NFORfAt..T!ON_ ADV {ANTI-ORAiN VALVES) UNll'S AS SHOWN iN THE DETf\iLS ..t\RE FOR 1YP!CAL INSTALLATION ONLY, AND MAY NOT 8E REOUJ;~EO ON A!..L HEAOS, PB!OR TO i~JSTJ\l.LAT!ON THE CONTRACTOR SHALL. VE::RIFY WITH THE ON-SITE GRADES. IF THERE iS l\N ELEVATION Q;FFERE"-ICE OF .24~ OR MOR:3 BETvVEEN THE rnGHEST HEAD Afm LQ1.iVEST Hl.._;\D ON A. SYSTE);.\ 'If it ADV'S SHAU. BE !NST,\L.LED P[R THE DFL'\!L. THE CONTrlACTOR SHALL V[RiFY Hit:'. STATIC PRESSUFtE ·ro 8£: AS STATCD ON THf: SYSiD;I; REQU1REJI.ENTS. SHOULD THE STAT!C PRESSURE EXCt:;ED 20"/c, l~JSTALL A ~NlLKlNS' fOD Sf-Jl:Et; PRESSURE. REGULJ\TiNG VALVE ON A SEPAMTE VALVE BOX) DIRECTLY D'JWN STREAM Of THE. BAC~:FLOW Pli[VENTiO~J DEVICE SET THE REGULATING VALVE .A.T 10%,H!GHER THAN THE STATED SYSTEM REau:nE~~ENTS. ~HOULD THf:: STATIC PRESSURE BE LESS THAN THE STATED PRESSURE, NOTiFY THE ARCHITECT iMfvlEDrATELY . ALL STATED Gft.LLONAGES IM VALVE CALL~DUTSARE HOUNDED UP TO NEP,REST GALLON. THE SYST'..:M IS DESIGN CD FOR THE MiN!MUM OPEHA11NG PRESSURE AS GH::N✓N Al EACH POINT OF CONNECTION. THE f,iAX!MUM DEMAND OF GALLONS PCR M!NUT,E !S ;\S SPEC!:F!ED. THE !FtR!GATiON CONTRACTOR SHAU. VER1FY THE AVA!l....t\8LE W/\TEH PRESSUHE CN TJ--1E SITE Prnon TO THE START OF !NSTALLATIOi'..L ALL LOW VOLTAGE \VIRE FROM CO~HROLLEJ-i TO VALVES SHALL BE SOUD COP?ER UF #14 D!REC7 BURU\l TYPE. usr: BLAO( !W~ULATED \"i!RE FOR CONTROL AND WHffE FOR COMMON. tNSTALL i~.J ,ti., COMMON TRE.NCH WITH PfiESSUnE MAlNUNE P!P!NG. V'Jl·lEHE POSSIBLE. BUNDLE AND TA~E TO PlP!:: AT 10 FOOT INTERVALS. PROVIDE A MINIMUM OF 13w COVER OVER ALL PRESSURE M.!dNUNE PIPE ;\ND i2" M!N. COVER OVER ALL NON•PHESSURE LATEHAL LINE. ALL PIPE UNDER PAVED ARE.i-1B !S TO BE lNST.,'\ti..ED IN PVC SCH. 40 SLEEV~ WITH 36~ MIN. COVER. SLEEVE LOCATIONS TO BE AS SHOWN ON PLANS AND INSTALLED PER DETAIL. ALL QUlCK COUPLEf.:-: VALVES Al'7E: TO DE Jt--.mTALLED iN SHRUB OR GROUND COVER AREAS WHENEVER POSSIBLE AND WffH!N 1 a~ OF THC HARDSCAPE. ALL QUICK COUPLER VALVES LOCATED !M TURF AREAS SHJ\ll 8[ !NSTALLED !N s~ DiA GREEN PLASTiC VALVE Bt.)X. ' ALL THREADED P!PE CONNECT!ONS MADE TO sur.JOJNT PVC PIPE SHM.L BE M/~DE WffH A PVC THREADED COUPUNG. All THR[AOED ADAPTERS ANO COUPLINGS AHE TO BE 'DURA' DEEP SOCl<ET TYPE INSTALL AL!. S?RAY HEADS WITH NOZZLES OF THE APPROPHIATE DEGREE OF RADIUS FOR THE AREA TO BE COVEHEO . .ADJUST ALL NOZZLES 10 ELIMINATE SPMYlNG WATf::.R ON 8U!L.Ot~✓G8 AND HARDSCAPE. ADJUST ALL VALVES FLO'N CONTROLS TC PROVJDE OPT!MUM PERFOr.t'vt,.<;NCE. ALL LATERAL UNE PiPE ACROSS CONCRETE DRAIN BENCHES SHALL BE INSTALLED IN A GALVANIZED SLEEVE {SEE DETAIL}. PRtPA'.1.ED BY ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY. ' DETAILS FOR IRRIGATION hocked radius or equal driven 18" into solid ground. - All on grade UVR/PVC laterals that cross concrete terrace drains shall be installed within a SCH 40 galvanized steel sleeve anchored at bOt ends with a 13 rebar nJ"' hook. • --=.,..._ SAND CANYON AVENUE l 5 '°REt□RDDRAWINGS·• STA. 33+00.00 TO STA. 36+ 70.00 tl1 '~ • DA 7 E DES CR if Ti CN i-'RCPAREO UNDER suEET ,; H ')r==="c:==:::::-=:::'-~---1suPEilV!SiOM OF-----------~ "r' /~:1~, REVISIONS ·~--i22A~r'f'f, • ~·~. ,ES!GNEO . ___ T.r SCALE DATE [)IJG. mr . .,. PRAl/ll ,l/6 CHEGKED/C.JR AS SHOWN , i:;:;;::;:;, =---==~~4 --. -~c...;..-• .:-~_._, ___ -----=.,. . •---=""--------o. c. E. M-A, T!!LE BLX, FOR STORM DRAIN -40CU,2~Jpfi 3092 3401 1!-J~t-88 Ol•OS PM/ 3092-5402 n" rz. 114 11 t tJ c"'~ f&{C, l ~~ •=· (I 12:'i/ fl 0 (:} il,i •~ 1 j I "FJ \/1 : :': ., . ,, ' !i t l l f' 'J .l / I • f i,' ; ' ' •) • i ., . / '! i; q H ii " ' . : i .,.,,~ 1 ~ ..,, ... ·-·· '(Z i I I I l I L SEEDMIX 1: EROSION CONTROL SPECIES ESCHSCHOLZIA CALIFORNIA ERIOPHYLLUM CONFERTIFLORUM /IRTEMESIA PYCNOCEPHALA ERIOGONUM FASCICULATUM DIPLACUS LONGIFLORUS SALVIA MELLIFERA LOTUS SCOPARIUS FOR HYOROSEEO APPLICATIONS: PER ACRE ' l COMMON NAME CALIFORNIA POPPY GOLDEN YARROW I L COAST SAGEBRUSH PROSTRATE BUCKWHEAT STICKY MONKEY FLOWER BLACK SAGE DEERWEED TOTAL 2000 LBS. WOOD FIBER MULCH 37 LBS. OF ABOVE SEEDMIX 300 I.BS. 14-14-14 FERTILIZER • i j r LBS. PER ACRE 2 5 4 10 5 3 _I:! 37 ! ' ' \ ! ! / SPECIES .STIPA PUlCHRA FESTUCA MEGALURA BROMUS CARINATUS BROMUS. MOLLIS ; \ ESCHSCHOlZIA CALIFORNICA LASTH.ENIA CHRYSOSTOMA . LAYIA PLATYGLOSSA. . LUPINUS SUCCULENTAS LOTUS SCOPARIUS ' ; ••. 1 ' ' , ' I ERIO~HVLLUM,·CONVERTIFLORU!\1 ' • \ ' ' ' ' COMMON NAME PURPLE NEEOLEGRASS ZORRO FESCUE CALIFORNIA BROME BLANDO BROME CALIFORNIA POPPY GOlDFIELDS ARROYO LUPINE TIDY TIPS • DEERWEED 'GOLDEN YARROW ' ; ; ' ' \ : '. : ; ' j ' ; t FOR HYOROSEED APPLICATIONS. USE THE.'FOLLOWING PER ACRE: I i I :' I J 2000 !.BS. WOOD FIBE~' MULCH . 80 LBS. PF ABOVE S~EDMIX :250 LBS./16-6-8 FERTILIZER ! ' • ! i ! \ / TOTAL ! / \. • .. 1· .. ''·.· ." \ •, LBS. PER ACRE 3 10 10 25 2/ 5 2 5 10 / _J! 80 ffi l~:s "'RH □ RDDJ?AW\NGS'" \ \ \ ! / ,)R. l!+ (15886) Sheet 122 O'F 136 PREPARED BY THIE !{!EI TM COr.?Al'JIIEG \ ORAtJGE COUtJT'f ENVIRONMENTAL MANAGEMENT AGENCY GRASSING PLANS FOR SAND CANYON AVENUE STA-10+00.00 TO STA,21+50.00 MARK DATE DESCR!PTlotl PREPARED utlDER F==='-R_E_ll_l.ccSc::lc:cO;;;;!l.:.:S.:....:..=---1!sUPERVI SI !)ti OF ---------I DES!GIIED DRAIIN G SCALE AS SHOHtl IIJ\TE •P• 1•0 40' ROUGH GRADING PLAN SHT,1 -21t0.23JfF• 10707 175 14-D,,-89 11•52 AM I 10707.00-3102 - • < .... "' "" :;:,: < -' "- "' "' • -'Q <· "' "' t:J "' ft \ \ l I / \ \ / ' \ \ \ •· .. -.11· • ,. ,• ''• " / / i \ \ \ \ ' \ \ \ l \ '-< . _,,_,,_,,::.; ,c:1, .,,,, '~-' r.:-• f(;-' ,",· " I,, • • I \ / I / I '.f ! \ '•,j " ··1··.· .... :.:i •. I... . . .. ...... '·•·-"'~ • .. -• 1'·1 :•:. ,_·~<.:: ,:,_ " . J ,, ., . ~ ,: .. "• •, '' --~ ;:· ,:; !""""·~·· ·-' ~ ., -. • .... 1•·· ' -· , -= .- SEEDMIX 1: EROSION CONTROL SPECIES ESCMSCHOLZIA CALIFORNIA EAIOPHYLLUM CONFERTIFlORUM ARTEMESIA PYCNOCEPHAlA ERIOGONUM FASCICUlATUM DIPLACUS lONGIFLORlJS SALVIA MElLIFERA LOTUS SCOPARIUS COMMON NAME CALIFORNIA POPPY GOLDEN YARROW COAST SAGEBRUSH PROSTRATE BUCKWHEAT STICKY MONKEY FLOWER BLACK SAGE OEEAWEEO TOTAL FOR HYDROSEEO APPLICATIONS: PER ACRE 2000 LBS. WOOD FIBER MULCH 37 LllS. OF ABO\IE SEEOMIX 300 LBS. 14,14·14 FERTILIZER SEEDMIX 5: NON·IRRIGATEQ.EROSION CONTROL MIX SPECIES ATRIPI.EX SEMIBACCATA ESCHSCHOLZIA CALIFORNICA BROMUS MOLUS LUPINUS SUCCULENTUS LOTUS SCOPAFIIUS COMMON NAME AUSTRALIAN SALTBUSH CALIFORNIA POPPY BLANDO BROME ARROYO LUPINE DEERWEEO FOfl HYDROSEEDING APPUC!\T:ONS USE THE FOLLOWING PER ACRE: 2000 I.BS. WOOD FIBER MULCH 250 LBS. 14·14·14 FERTILIZER. 73 LBS. OF ABOVE SEEDMIX r ·••· . ·1 •. .J.1·1:: LBS. PER ACRE .f:\.;'/':· ·· Cf'" 2 5 4 " 10 5 3 .~ 37 LBS. PER ACRE 6 2 50 5 1.!l TOTAL 73 / i I / I .I ; ' / , ,,.. ,_. -"" " ::: : ··::::1c;.,;·' ;: {1\/ r, t<'Li,'C;;t .. ;'iL f . . ',;,w.,,!.., . . • I • ··t' r_ ,.·,«' ... 7 j r-,, .. ' I ,,,,.,,~,;,-.,-_. r i r-¥•"'"" It; __ ...... -.... •. ,/''' __ .... ~,~- .. ' .• ,...-"~ \ ' f ,f .. ~-'::.::.'.:: >:: : .. ·~:;., 'i , I . -.... • ....... , I > I , -;_ --I .. ,. ... , ..•• () •• .. : ·_=: :·;_,:(''? f <::.t~ ·- ,,,.--,;_:.-, ..,, r ;' ," ....... L-:':::::·:'-:·.-;·:: I " •. -•" ~ih:l' I \..... ;j <[. I I L,1:::::~':';:")' .·• , ... ; :'::: -tt ···-· r······ ,,. ,, ::.·,)'········1!' _,,.-; r ·1· ·.J.· .•. , ........ . , .. ' .. .,: 'Cl -, ,, r\ ----,-- . ,.,., .. ,•"}l l}q ·, "'" •• ··--0' •• ··.·: ,;;~. . . . \/) /:C:,·7.-ht-'(l":'t' / • ffi / r l ' / / , I I I j .. ! I , I i i I \ ; I ! , , I / / I I I / i SEEDMIX 1: SPECIES I I J ! ' ONTAOl EROSION C •• •• I.ZIA CALIFORNIA UM ESCHSCHO CONFEIITIFLOR ERIOPHYlLU:YCNOCEPHALA ARTEMESIA FASCICULATUM .. ERIOGONU~~NGIFLORtlS . IPLACUS l . D LVII\ MELUFERI\ .·· .·· SA US SCOPARIUS / LOT . · FOR OSEED APPLICATIONS: HYDR . . . . i / I i I i ! I i I I I ! COMMON l'MIVIE LBS. PER ACRE CALIFORNIA :fl~;y . GOLDEN YA BRUSfl . COAST SAGE UCKW!!EAT PROSTRAT~~E'l FLOWER STICKY MO . ·· BLACK SAGE DEERWEED TOTAL PER ACRE , 00 FIBER MULCH 2000.lflS, WO BOVE. SEEOMIK 37 'LBS. OF A ·14 FERTILIZER U3• S 14·14 , 300 • ' 2 5 4 10 5 3 e 37 i I / ! / \ \ I i / ; I L. SEEDMIX 5; ROl MIX • •• • 0" CONT ED EROS! " NON·IRRIGAT COMMON NAME SPECIES MIBACCATA ATRIPLE)( SE CAUFORNICA ESCHSCHOLZIA MOLLIS BROMUS UCCULENTUS ~g~~su~;OPARIUS SALTBUSH •• AUSTRALIAN PY CALIFORNIA !'OP LANDO BROME B AROYO LUPINE A D . IJEERWEE i \ TOTAL \ PEA ACRE LBS.· 6 2 50 5 10 73 , \ \J'l'lDSC,;pJ•:;;;, · ., ,:so "\{ fl~,s,1,,:f Pc_J;, •,, .:;:""' p <J) rrt ' ' ',, ' "' ' '-"'· go '4 c. OFC~ \ \ 0.-7i I I, 11 I I " Ii I I I :1 i ' PLANS FOR GRASSING I AVENUE SAf~D CANYON STA, 33.,00.00 TO STA, 36+ 70,00 d -. VI ' I \ I N□TE:S1 l, lRR!GATltlN C!JNTR□LlER Tl:J TIE lNSTA!.LED llY !RRIG C□NTRACT!l~ AND C□NNECTCll llY ELEC CtlNTRI\Crt!n 2, CD~CR(TE' Pl\ll TO BE lNSTA!.l..Ell llY lRRlGi\ TION CtlNTRI\CT□R, i;'LEC C□MTRACT□R T□ c□a~D!NsTE RJUGH IN RE!lUlREMEITTS, 3, REFER TC! SlNGLE LINZ lll/\GR~-l FOR SPEClF1C DETAILS AND PRODUCT SPEClflCI\T!tJNS 4, T!lGGLE Sl1ITCfi lllSCIJNcl~CT !STD DE lNSTALLED lN A SINGt.E GANG ll□X \/!TH fl STAINLESS STEEL cnvrn PLI\TE. f ACE T□ BE MI\RKE'.ll 'll!SC□NNECT' !N PERMAl<DIT ENGRI\VOJ LETTERS, 5, EXACT Lil CA TJrlNS nJR lHRJGATJ[li'l PEDEST lllS !S Tl:l DE CODRDINATE!l \/!TH !RR!GI\ l!ON CONTRACTOR, LOCATIONS SK!l\;N □N THESE PLANS ARE NtlT • EXACT, msTt.U. srnvlcr'. !'.tflnl M,,..._ll' 111Clll.E :lfm'.ll tttc:mr:-.:zcr PEDZST AL !!!1jll ___ .r ftUH.12" ffi ~ [:_-_j, ax= USPU 100-300-lM-l:□ll-STM!:LESS STEEL 4SOV=3PH-L'0'.~:E:TERED /\LL PRODUCTS LISTED A'<E• PI\C!FlC IJT!LlT!ES l'ROUl!CTS !M2.I l:!RI\NGE:THDRPE VAY ANAHEllt CA 92801 OH) 871-7877 f"I\X <714) 87!-7937 I G 0) 3• C.O, 10 SCE __./' TRANSFORMER PAD PRO?OSEll AT 32+50 VERIFY REQiJIR£1iENTS BEFORE BID r,m1 \JTllJTY CONSULTANT: Mil, DICl( HUGHES UTILITY PLANNING INC (714) 496-0232 1. CON"!RACTIJR TO COORDi!MiE CABLES FROM SCE POINT CF C.ONNEC1lON TO SER\J1CE PEOESTAL VERIFY SPECIFIC REQt!IREl.lENTii DEFORE Biil \',i"!H llTIIJTY CONSULTANT AS SHO\Wl IN SINGLE LINE DIAGRAM ANO INCIJJDE ALL REQ\JIREUSNTS lN BiD 2 PEDE...'IT!,L TO BE SE"i ON CONCRF.Te PAD AS SHOWN, 3. SUBMIT UANUFACiURER CUTS FOR Af'FROVAL BEFOHE ORl1ElllNG EQUIPMENT. TOTAL LOAD fABOU'.UON POMP 19.G rlA X 1.25 ~ 24.5 A . CON1ROU£RS / OU 11.ET m 7.5 A 320 A LOAD T/\!lULA110N AT PT. A ( 3) Cotf!ROW:RS AT 240W EA. • n.ow + CONV, OUT!£!S AT !SCI'/ M 000\'/ = 7.5A ,r;-,;=\,_,,,. ~IBD:120/24-0V. 1P!·i.e zi:t. \..!.;.,/ 1 i(\/1\ 11.iNIMUM attc TEMP. RJSt, tJAX i~.tP -5~ \'snH TAPS (3)2 1/2.!1. fctlN (3)2 1/2;;; fC/Jl 1 4!JOV 3P / JOA CL!\SS T I/ PUU. OUT RJSf:S J,1;1/ T PO\','Ell DIST. BLOC:< I L... 3? NO:J-AUTO DISC I ,3t,l0-1YJ-CUt mo--GN0-1fli I ~-ru lRRIGA TION CONTROUl:RS ,,,A"'t •s«.. A.ND '"C0 BY 01'!-IERS . I rm.iP PANEL !lY D1HEllS 460\/ J?H. 19.G fl.A "RECORD DRAWINGS" THESE RECORD DRAWiNGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR, INSPECTOR, AND CONSTRUCTION MANAGE- MENT STAFF AND ARE NOT THE RESULT OF A FIELD"AS-BUILT" SURVEY, WHILE THIS INFORMATION IS BELIEVED TO 13E RELIABLE, THE ENGINEER iS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE: BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. RICHARD T. ROBOTTA R.C.E. ,~ ''>N,_ ·-~~?'••,~ ffi IIDU @@t:Y~®l1~ L\rJ~r~ :!:?:::tOct,r:.::l:r:?a::,r::.,.c>.,. ~r.JX::, lIG.-ITD!U tZS18tm!> EL.ECTruCAL ENGit!:::t.11 , 2900 BRISTOL ST, ll305 COSTA MES/I, CA.92626 DATE , •s:,,..,_"'"""'''" -,.c,,_·D<"" ,.,.,~J A I0-25 L!!.:, 33 "R[[□RD DRAWINGS" DR. .1 I+ (15886) Sheet 122C OF 1J6 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY SAND CANYON AVENUE IRRIGATION ELECTRICAL PLANS <714) 432-1343 NARK DATE DESC!UPT!ON PREPARcD "lmDER -~~~---=="'-'-='-----'·SUPER'✓W10N OF ________ _ SHEET ~ FAX ll• (714) 432-1907 REVISIONS •• rj -, _s, ! ~ T , d I ~ I ! I I I ,, ., I M ¾ " ,, , 11 II 11 I ,I I r, I II l I t , ij l I' I .I I II • ~ • • I l • !j l i i I I I ., l i II I " I n Ii I 11 l 1, I i, 'I , I !1 l " i ,i !1 I ,, ij I I, i\ I I ,, II I " ! " " !i ,J [J ,, ,, f,! r1 d ii ,I ii l1 II ll t: Ii rl g p i ij ·1 l l ! ' I • ~ !I II 'I 11 ri I ~ " I 'I !! " u M I ~ I ~ I I !1 ! I! ~ I I ! ti fl 0 0 + lO ru r, 0 0 + tD ru !") 0 0 • 0 0 + 0 - 20+00 ' ! I I I i I I l I I i l • I I I I ~ ID ;p I ,b ,a-- I \ I 1 l I I I t I ,, "RECORD DRAWINGS" THESE RECORD DRAWINGS HAVE SEEN PREPARED BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR, INSPECTOR, AND CONSTRUCTION MANAGE- MENT STAFF AND ARE NOT THE RESULT OF A FIELP"AS-BUILT" SURVEY. WHILE THIS INFORMATION IS BEUEVl'JJ TO BE RELIABLE, THE ENGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. ,4gi" ~ .~¥'. ,,r-A,~-,fP/24 RICH~fJ) T, FlOBOTTA R.C.E, / 1P /4,.<' 'V ~ ;» DR. 14 (15886) Sheet i22D OF 136 -. PREPARED !lY STATION cu. YDS, FILL • l□•cS ""RE[DRO DRAWINGS" ~:I OES!GllEO CHECKED CB P. STATION FILL LIM I TS OF PERr\lllT SAND CANYON AVENUE DATE AS SHOijtl •P• 1"•40' ROUGH ~RADING PLAN SHJ.1 • 21[0,23lPF• 10707 175 14·0"·89 11•52 AM/ 10707,00·3,!0i 'Ci .., . l 1 ::..... ..., l,,.J98. 68' I -\ fVJS.l--IBONE J.T-JILL TEN7'ATIVE TRACT NO. 14064 TE}vf PORARY C01VSTRUCTJOlv EASE.il,fE1VTS JT:XHIBIT W:0. 278-43 PREPARE'D FOR: 9/6/90 COASTAL COMMUNIT'[ BUILDERS REVISED 10/10/90 PP.1.'PARED BY: HUNSAKER & ASSOCIATES, INC. 3 HUGHES IRVINE, CALIFORNIA 92718 (714) 583-1010 51RiJc;'f!ON ONE co. /"CONSTRUCTION ( ACCESS ROAD =- \ ULTIMATE ~ "'---------_ ------..------- PACJFJC COAST HIGHWAY ,;fY THESE RECORD DRAWiNGS HAVE BEEN PREPARED BASED ON INFORMATION !/ SUBMITTED BY THE CONTRACTOR, INSPECTOR, AND CONSTRUCTION MANAGE- " I MENT STAFF AND ARE NOT THE RESULT OF A FIELD"AS-BUILT" SURVEY. \ {' WHILE THIS INFORM.AT!ON IS BE:LIEVED TO BE RELi.ABLE, THE ENGINEER IS " NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS % WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT .AS A RESULT. ');-',, '!1 ~/' ,~~ .. -~r. -. • / i '\ --'--;i,'-":.:;:;;""V17f-/ /__,.........,""~"""''t¥!XI""-"··__:· ___ __,_~__:~.::_.,1/,:::_11_· ___ _:_,1~r:..:~µ'f?oc:_ __ J· .:,,, '-RICHARD T. ROBOTTA R.C.E. DATE -~' ...... ·, ·-,-,, .... , ~~-• "' ,;-·, ,c,;,'.c'--: -,_,<;c-•,<.c·, '°\,~,""",_,~,~,~~""""' .,,,<•::<" 7"",;-_,,,..,.,..,,...,,..,,_..._..'.".,-• / DR. J 4 (15886) Sheet 124 OF 13\J '&•if v~ c:,~ ~ DISPOSAL SITE PREPARED BY , THE -::::-·--KEITH ·::;;:;; COMR.i\NJES S m5 Wit.it,._ Coilt.i M-CA fflli (11<1) s~ ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY SAND CANYOf\l AVENUE CONSTRUCTION ACCESS ROAD EXHIBIT DESCRIPTION PREP•RED UNDER {(/ I/. ' /,, ,I SHEET 11-----'----'---------ll SUPERVISION Of • {A...I .f,te:'''b c.A,,/V0ei .i.!'.l..A.. REVISIONS WILLIAM E f:U!J! R.C.E. 41243 '="'•' W.RK DATE i~O-ES-IGN-ED---"-:::-----ff-!!:!S~CAl.~E:""'Y~OA~TE"-'-""/e!!......-:DWC~.":,N'::"0.=e_-JJf0fq1 DRAWN mr cHEt<rn cBR AS SHOWN MAY 1986 ~&~ I ! I C) ....., ' I• 1 ··,·,··.·· .·.··· ....... 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' ' ' _, :"'· i l ' •~=+-,-,.,c-c---c--::,---:-r .' :---:.1 : -j IO-c5 9] "REEaRD DRAWINGS" ':3~'3'. ' /VI\:. ORArJGE courrrv ENVIRONMENTAL MANAGEMENT PROFILE FOR AGENCY SAND CAf\JYON AVENUE "A'' AND "B" RETAINING WALLS I OES!G!IED B.E. SCALE CHECKED W. It AS SHOl/1, DATE Dll'li. llO. - 'Cf ..., I r-·--, - ' j :,. ,, . ' . ' I ' ' .. ;. -"' ' ' : i I I • ' ' ' --,-----~----·-·i • i ·: ' " .,ct ,,!,::::.c.,i.:.C:.-·} i -- i '' '" t --4· ! : , ' I " ' ---• ------.,---•--~ I I • , I . _-; -} .... ~--·· -· l ··-··--- __ r_.: i ··1 · i t '' : ' ..,..-,.=+-,-+,.,-fee-+ -1 -" . --·-:' ..,....,....,~_,.., ·-· '"' . ( ' ' ' -" •••• ---"1 -· < 1 ~----' ----C', -,,-----,· -+ j ' I ' ·.-,,-ccctcc. l • . :11 Q1/' D· • ··c ···-; , ~ ---,-0 t •.. L ,, I l t I I ' ' ' I I ' j i· ·r- ' -.• ' ' --.. ----· -···· ~ ' I I. ···--.. I , ' r .. I ..... l ' I 1 ' M-•~•~,~ ' ' ' ' l • --' • •-,, I•• • 1" ---r - ' ! -' --; • -"i - ; - .. @ B:o.w~'·-c-"~ , ~ .. ' ,-1~:-· ' , l · ; : I ' . 1,.,;-r _,. -----~ -, -: - : ' ' . ' ' i _,,, I ' ; "J~---,-~"' ·~· ;-:-,,,---f-,-1L-' ~ .. G. @_E.O.~.--___ • __ • - - I ' • • • ' ' ~ • • • l i ----··i:it--~· ----~ ·' ,T0POF .I !<;)i:-+..,...,,=· i -i~ '{) ~ ) ~l ' Ii: L I ! ' i -' l ,! - ' i ' '' ----t "~cl:C:,+,::c;.:::.:.;:-:;.~f'.'.~~;::_j i ' ,_.L-"--~-,-'--' :: ~1)[ -~-;'" ' - ! : 1-• '.\)1 I '··i __ ,, . .~ ~ ib·' ·l'Oi ·-i , .. ._ .. ,_.~ .. 01 1N 51"01'2' 1~'j5 "RECORD DRA\\!INGS" ORANGE COUNTY ENV!RONMENTAL MANAGEMENT PROFILE FOR SAND CANYON AVENUE "D" AND "E" .'"RETAINING WALLS / d -, I ·: .... : • • . . ---; • - I - 10+00 . I , ..... -. J- • -T ' l • f ' I +- ---l -' - --- ' . -L ' ' --r - -·----1 +-I -?f ' T -;· .. ! . _I_ - f "-~ .. :.J. ' --I ' ~ .. -· •·; .. i. I . --~·-·----1·· ! ' -· 1 I ' ... i -, -. +. ! /" I '" ·-1 -.. - ! , __ ·-; 1 1 -:----+ ,_ -; -; ·1 l • ] ... _: __ [ _____ ,., . ; .... :....::.. . .... ,··' ; r : . : ·, .. 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J ! l ! ! : •• • • --~~--><--• I • .. l '--+ .. t .L m,, .v, Clss-86 ), Sheet 128 OF 136 I ··-c··· : --; t .. , ''""". ,. -, L ! I I ; ,, ... ____ , ___ , ' ' ' I T •. f -l--------.. -•-- ' i ·r • ' ' ' -;--'"+ .. ·r l I ' ·; --~!----''"' i i ' ' ' l I +· -· 1· -·-:· I I I ' i •• .I ••• --: "·-• ·1· r··---•·· -t-. I + ; ,. .. _:_ t-- I .J I ____ ;,..,,... __ ------•. ,,,~--------~ ·1. j ' • ' ----·I _, l !- r i ' ' ' T I 1· i 1· _ _,.....__, :·. .,. ,. ·,. + j .. t· :··-/·· -__ j_ I • ... J .. ..,i .. -·l. ' T I I i - ' l j l I I i I 'j _____ : "' i THE I(EITH C011P11J:·{IES ,n,;mn,o • ~NrfmEN!I • Rll!IB Jrot'.U '~ ==-" •U,Z,r:JU!J'l1]:J ~ ~,-;:::. ]:all, :u:n:r~ ORAtJGE COUtSTY ENVIRONMENTAL MANAGEMENT PROFILE AGENCY SAND CANYON AVENUE v'\ i ' ,.: ' :! ,, :-: '~;-,:\/ -r-:.! i! >-< :::s: I G t,-1 I 1-(f) < 0 V ~\,j --; ;--;, L .... , ' - L:! r-, U .. u 1--l LL u < Q_ !l ' ii ,;I; :1.,1 >ii ,p I t- ' c:-J i : ;1:. ! i I'-m _, ti (l) ' +U o· -rn \ _:: --· THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR, INSPECTOR, AND CONSTRUCTION MANAGE- MENT STAFF AND ARE NOT THE RESULT OF A F!ELD"AS-EIUILT" SURVEY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. yjfff~tlf-¢J'?tf ,;1/4 ,,/--"--=-~-'--~~-=----------'---'-"''-------,t'--,:f'--"=------ RICHARD T. R060TTA R.C.E. DATE \\ \ \ CONSTRUCTION NOTES FURNISH & INSTALL 06 PULLBOX FURNISH & INSTALL 3" CONDUIT W/PULLWIRE FURNISH & INSTALL 2" CONDUIT W/PULLROPE & cs PULLBOX EVERY 200', FURNISH & INSTALL INTERCONNECT SPLICE CABINET PER SHT. 102A, DETAIL 36, nR 14 (15886) L • . 1oq OF 136 She.et •·· 0 . 0 l-o a: a, . + w :!! rr., ,· 'c~ :: . ··-·-" ___ .. ---.,. -·--(•--- l/2 0 2 inohes on or!g!nal drawing ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY TRAFFIC SIGNAL INTERCONNECT CONDUIT PLAN DESIGNED .mm SCALE DATE '-,--'>.L!Dilll-"G'-.""No. 'lo OF t./'I DRAWN__iYI lf'I CHECKED C8 R AS SHOWN ~ •P• TRAFFIC INTERCONNECT CONDUIT PLAN -40 l0,23J PF, 10707 2400 25-Jul-9I 03,45 PN / 10707 .oo.;999 D({. \ ~ l !7i"~'tf b) d -, 7v J] o<I kl ' ~ V\ SUBfu1iTTED f8lY: DANIEL BOYLE EMGll\!EEP.lNG, INC. ,;r°"-Z3-&' __ DATE DAful El !BOY/LE !EfiJGIAflE:!ERlft.fG, INC. Civil Engineering Scnrices 23231 South Pointe Dnve Suite 103 Laguna Hills, CA 92653 (714) 768-2600 No. l~11, hp~~ £~ "RECORD DRA\NINGS" THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR, INSPECTOR, AND CONSTRUCTION MANAGE~ MENT STAFF AND ARE NOT THE RESULT OF A FIELD"AS-BU!LT" SURVEY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER !S NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. RICHARD T. ROBOTTA R.C.E. - r,=·=============== 'I I VIC!h'JITV MAP 'I N.T.S. LOCATION i\1lAP / PUBLIC AGEl\!CIES 11 UTlllT!lSS SOUTHERN CALIFORNIA EDISON (DISTRIBv1lON) (MARK ,JUDY) PACIFIC BELL TELEPHONE (BILL LOWING) GENERAL 'TELEPHONE (DICK HERZOG) SOIJfHERfJ CALIFCRMA GAS COMPANY (JOHN MARINO) LAGUNA BEACH COUNTY WATER DISTRICT SVERDRUP CORPORAllON (MEHDI ARSABIAN) IRVINE RANCH WATER DISTRICT (STEVE MALLOY) COMMUNITY CABLEVISION THE IRVINE COMPANY UNDERGROUND SERV!CE ALERT BASIS OF BEP,RINGS FIELD: OFFICE: (714)859-0246 (714)259-4476 (714):l73-2628 (714)546-2362 (714)494-1041 (714)544-7668 {7'14)752-8463 {714)476-7500 (714)721-6226 (714)720-2000 1(800)4224133 CAUFORNIA COORDINATE SYSTEM ZONE VI LINE BET'NEEN O.C.S. MUSTARD 2 AND O.C.S. PELICAN HILL BEING N30"16'05'WPER R/S 86-!083 1,6 Mil.ES SOUTHEAST ALONG PACIFIC COAST HIGHWAY (U.S. 101 All) FROM THE POST OFFICE IN CORONA DEL MAR, 67 FEET NORTHEAST OF THE CEN11=R LINE OF THE HIGHWAY, 45 FEET SOUTHEAST OF A MANHOLE, THAT IS ABOUT 2 FEET ABOVE THE GROUND AND MARl<ED LBCWD, WITH A fi INCH BY 5 FOOT VENT PIPE ON TI-IE NORTdWEST SIDE OF THE MANHOLE, SET IN 11-lE TCP ON THE WEST SIDE OF A COflCR:c IE l;AACLE FOR A 36 INCH WATER PIPE, A90UT 7 FEET LOWER THAN THE HIGHWAY 1978 M.S.l. ELEVATION 122.386 _NOTICE TO COI\JTRACTOP. PURSUAr--.a1TTO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT :S VALJD UNLESS THE GONTRACTCR CONTACTS AND OBTAINED AN INQUIRY 1.0. NUMBE"l FROM 'UNDER GROUND SERVICE AlERl' (1 · il00--422-4133)AT LEAST1WO WORKING DAYS PR!ORTO COMMENCING EXCAVATION. SHEET NO. DESCRIPTION W-i, W·2. W-3. W-4. W-5, TITI.E SHE=T VICINITY MAP, LOCATION MAP, INDEX. LEGENDS, ABBREVIAllONS AND NOTES 10-INCH & 12-INCH ZONE C REClAIME:J WATER TRANSMISSION MAIN STA 10i-OO TO STA. 20+65 12-INCH ZONE 4 DOMESTIC WATER TRANSMiSSION MAIN STA 10 +OOTO STA. 14+00 MISCELLANEOUS DETAILS MISCELLANEOUS DETAILS 1. INFORMATION ON EXIS-nNG U11Lrr1ES AND OTHER SUBSTRUCTURES WAS OBTAINED FROM ll1E APPROPRIATE AGENCIES; EXISTING iJ11LmES SHALL BE MAINTAINED IN PU\CE BY THE CONffi/\CTOR UNLESS OTHERWISE NOTED ON TliE PLANS. UNLESS OTHERWISE DIMENSIONED. LOCATIONS OF EXISTING IJillmES AND SU8.STRUC1l.JRES SHOWN ON THE DP.AW!NGS ARE APPROXIMATE ONl.Y. THE CONTRACTOR SHALL VERIFY EXI\CT LOCATIONS, ELEVATIONS AND DIMENSION IN 1HE FIELD PRIOR TO CONSTRUCTION IN IBE AREA OF THE SPECIFIC SUB.STRUCTURE. 2. THE CONTRACTOR SKALL NOTIFY THE l.R.W,D'S REPRESENTATIVE, SVERDIJP FOR INSPECTION TWO WORl(ING DAYS BEFORE START OF WORK AT ( 714) 644-7668. 3. All TRENCH EXCAVA110NS SHALL CONFORM TO THE STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS, 4. TOP AND BOTTOM OF PIPE EUNA110NS OF EXISTING AND FUTuRE CROSSING LrnLITIES THAT ARE SHOWN IN DOMESTIC WATER AND RECLAIMED WATER PROFILES ARc APPROXIMATE DESIGN ELEVATIONS. THE CONTRACTORSHALL FIELD VERIFY LOCATIONS /\ND ELEVATIONS OF ALL EXISTING vnLmES FOUND DURING TRENCH EXCAVATIONS. 5. ALL FLANGED CONNECTIONS BURIED UNDERGROUND SHALL BE COATED wrm TIVO (2) COATS OF 10 MILS EACH OF"3M' E.C. 2440RAPPROVED EQUAL AFTER INSTALLATION INCLUDING NUTS, BOLTS, AND FLANGES. 6, ALL RECLAIMED WATER PIPING, ATTACHE:J APPURTENANCES. AND CONNECTIONS, SHALL BE INSTALLED WITH NON-POTABLEWA TER IDEt-ITlFICATION TAPES, AND/OR LABELS AS SPECIFIED IN TrlE PROJECT SPECIFICATIONS. 7. WHERE A RECLAIMED WATER LINE CROSSES UNDER AN EXISTING SEWER OR OVER AN EXISTING WATER UNE. THERE SHALL BE NO PIPE JOINTS ALLOWED IN THE RECLAIMED WATERLINES WITHIN 10:t FEET OF THE CROSSINGS. 8. ALL NUTS AND BOLTS FOR UNDERGROUND INSTALU\TIONS SHALL BE TYPE 316 STAINLESS STEEL 9. CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE, CLEAN AND SANllARY CONDITION AT All TIMES AND TO TrlE SATISFACTIOM OF THE AGENCY HAViNG JUR!SDICTION OVER THE AREA WORKING AREA SHALL !lE KEPT CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCE BEING CONTROLLED AT ALL TIMES, THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY CLEAN,UP ON ADJACENT STREETS AFFECTED BY H!S CONSTl1UC1iON, 10. ALL DUCTILE IRON PIPING AND FrrTINGS BURIED UNDERGROUND SHALL BE PROTECTED f'ROM CORROSION WITH PLASTIC FILM WR.AP IN ACCORDANCE WTH ANSI fo.21.S AND AWWA C 105 AND TJ,E PROJECT SPECIFICATIONS, 11. DOMESTIC WATER AND RECL.AiMED WATER PIPE JOif'HS SHALL BE PUSH-ON JOINTS. EXCEPT AS OTHERWISE SHOWN ON THE PLANS FOR 11-IRUST RESTRAINT AT FITTINGS AND ABRUPT CHANGES OF PIPE DIRECTION. EROSIOl\l CONTROL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE GRADING CODE OF THE COUNT< OF OP.ANGE. ihE RECOMMENDATIONS OF THE PROJECT SOILS REPORT, AND ANY SPECIAl. REQUIREMENTS OF THE CALIFORNIA REGIONAL QUAUT1 CONTROL BOARD, SANTA ANA REG!ON. 2. TEMPORARY EROSION CONTROL PLANS ARE REOUiRED FROM OCTOBER 15 TO APR!L 15. TrlE CONTRACTOR SHALL SU8Mi1 EROSION CONTROL PLANS TO OWNER FOR REVIEW PRiOR TO SEPTEMBER 30. 3. BE1VIEEN OCTOBER 15AND MI\Y 15, EROSION COl\'TROLMEASURES SHALL SE PLACED .AT THE END OF EACH WORKING DAY WHENEVER TI1E FIVE-DAY PROBABilJTYOF RAIN EXCEEDS 30%. DURING THE REMA:NDER OF THE YEAR. 1HEY SHALL BE Pl.ACED AT THE END OF THE WORKING DAY WHENEVER THE DAILY flAINFALL PROBABILITY EXCEEDS 50%. 4. A STAND-BY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL ·nMES DURING THE RAINY SEASON. NECESSARY MATER:ALS SHALL BE AVAILABLE ON S!TE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE REPAID CONSTRUCTION OF TEMPORARY EROSION CONffiOL DEVICES WHEN RPJN IS !MMiNENT, 5. EROSION CONTROL DEV,CES SHALL NOT BE REMOVED OR MODIFIED WITHOUT TH[ WRITTEN APPROVAL OF THE OWNER. 6. AFTER A RAINSTORM, /\LL s:LT ANO DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESlLTING BAS!NS. ANY GFV\DED SLOPE SURFACE PROTEC110N MEASURES DAMAGED DURING A RAINSTORM SHALL BE IMMEDIATELY REPAIRED 7. THE TOP OF ALL EXISTING DR.AiNAGE DITCHES AND STORM DRAIN CHANNELS ADJACENT TO THE CONSTRUCTION AREA SHALL BE GRADED SC THAT STORM RUN-OFF Wll.L DRAIN AWAY FROM THEM. THE STORM RUN-OFF $HALL THEN 8E CONTAJNED AND DES!L TED BEFORE BEiNG ALLOV✓ED TO ENTER THE FLOOD CONTROL FAC:LITIES. THIS MAY Sc ACCOMPLISHED BY CONSTI1UCT10N OF A COtviPAC1ED EARTH BERM OF MiN!MUM HEIGHT 12nlNCHES-AND A MINIMUM Sl_OPE Of 3. 1 OR AS RECOMMENDED BY A QUAUF!ED SOlLS ENGINEER 8. ANY DRAINAGE DITCH CR EARTI1EN WALLED STORM DRAIN CHANNEL TrlAT iS ADJACENl A <IFEL 1NE TRENCH OR W!Trl!N 11-lE UM!TS OF TI·iE CONSTRUCTION EASEMENT !F DAMAGED OR AL TFRED SHAU BE RESHAPED TO THE SATISFACTION oc THE OWNER STANDARD SYMBOLS ------- ---w.-------s --- ----T------E ·-·--·----G --- DETA!L NUMBER SHEET ON WHICH SECTION APPEARS R!GHT-OFN✓AY RECI.AIMED WATER CURB & GUTTER WATER SE.WER STORM DRAIN TELEPHONE CABLE OR CONDUIT ELECTRICAL DUCT GAS ·· -<{---X-FENCE -~ _)','_ -- ·••-.----0·-- AC AV ASSY. BC BFV G.O. BS CL 6 CLR COf·JC, CONST. c:r.s. DET. DIA DIP DWTM EC EL. ELL. EX. OR EXIST. G.13. GV !NV IR. L MAX. Mir'~. NAT NTS O.D. PAVT. R MANHOLE PROPOSED LINE EASEMENT EDGE OF EXISTING PAVEMENT BLOW-OFF ENCASED D;PEUNE CENTERLINE REDUCER PLUG AND THRUST Bl.Or;:, AIR/VACUUM VALVE CURVE DESIGNATION FIRE HYDRANT VALVE COU?UNG, FL.EX FLG TO AC ADAPTER CATHODIC TEST STATION A813AEVIATIOMS ASPHALT CONCRETE COMBINATION AIR RELEASE & VACUUM REUEF VALVE ASSEMBLY BEG!NN!NG OF CURVE BUTTERFLY VALVE BLOWQFF ASSEMBc Y BOND STATION CENTERLINE CLEARANCE CONCRETE CONSTRUCT CATHODIC TEST STATION DETAIL DIAMETER DUCTILE !RON PIPE DOMESTIC WATER TRANSMiSS!ON MAIN END OF CURVE Ec.EVATION ELBOW EXISTING GR'\DE BREAK GATE VALVE INVERT IRRIGATION LINE fW OR RW) LENGTH CF CURVE MAXIMUM MINIMUM NATURAL NOTTO SCALE OUTSIDE DIAMETER PAVEMENT clADIUS OF CURVE RE1NFORCEO CO~JCRETE P!PE REDUCER I I 9. !F EROSION PROBLEMS OCCUR, THE CONTRACTOR SHALL CORREC!THE CONDnlOt-<i IMMEDIATELY ANO PRlOR TO RECEIVING A CORRECTION ilJOTiCE FROM mE OWNER !F A NOnCE iS iSSUE8 AND THE EROSION PROBLEM IS NOT CORRECTED, THE OWNER WILL PROOEED TO HAVE THE DEFECTS REPAIRED AT THE CONTRACTOR'S EXPENSE. AND All COST INCURRED MAY BE DEOUC1ED FROM SUMS DUE lhE CONTRACTOR. RCP RED. RW ss RECLAIMED WATI:R SANfTARY SEViER ii PRt.CORD DRAWINGS" s SD SSMH SP ST. SLOPE STORM DRAIN SANITARY SEVIER MANHOLE STEEL PIPE SffiEET l l THESE RECORD DRAWINGS HAVE SEEN PREPARED BASED ON INFORMATION STA, STATION , SUBMITTED BY THE CONTRACTOR, INSPECTOR, AND CONSTRUCTION MANAGE~ T TANGENT OF CURVE I MENT STAFF AND ARE NOT THE RESULT OF A FIELD"AS-BU!LT" SURVEY. THK. 1'HICK I NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS VCP VlffilFIED CLAY PIPE WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE., THE ENGINEER IS TYP. TYPiCAL ·I. WHICH MAY HAVE BEEN IN/40 PORATED INTO THIS DOCUMENT AS A RESUt:f. 11 ;"; ~ DR, 14 (15886) ~/ _/: . ¼, .. ~✓• . 1~ / / Sheet W-2 ill' 6 I' ~L ~~ . 4# 71§ #/ ,e /(.J ! II i"'_,. TTTJIRT TT? .L:..0 U ! V 1i.!J ,,;) /l RT(T"T,TTT L.10..t:il VW.L1.L1 ___ RICHARD T. ROl:IOTTA R.C.E. . 'DA,T_E _ __,;:.;,_..;...._ •• _ •• _______ ....,c=~~----------~·,~~,1. ~i • OAT£ ~-.,. 11 SHEET I 1R, \ Iii-_-_ •• _ .. _. -----------P-IW-JE_c_r_,,,,_G_IN<_'E_-=-"====:::::---!I ~!RlV~!i\~[E !RlA~~c~~~ 'fi!A'f[E[PJ D~S'f[Rrncr VICINITY nnAP, LOC/-\T!Oi\l l\flAP 1!,,11,q=c, I f;:1;'£11IJEE3 l1DJI[;J1I L:J,J](l'JI' I // ~ 11\ ~,,%7~6p_¼ k '°"' P,~OJECT MANA6[P cr•<1-q1 C01J.S~~kN~~~!i\;~~~l~~~~UElESTATES :~:~': ;~/=NGt;~ Ji·/i or ~4 Ill-}1-,, ,. n \ 'l'r, Tl{! {7 II [/ ~f :ig_ j ~.".) 1 ~•'/ -· / ,, 1 ASSISTANT Olf?ECTOR OF , . f 'I A ,l.::L==ecl ====c!=============--= -=-=·=--= -= -= -= -=-= -= -= -= -=-= -= -~ -= -=-= -= -= -,:~ -= -= -= -= -=_--_ -__ -i): .. ~:£:~~~~=· ====='-'='=====·=1.,=[JJ=, =[J=I r;:_=•=v-=G=.9=· ==\J..,='--=~=•=C=•L=,=U=o=~-=~,-=-~-=c;1=1_:=--=-~-=-~='-',~==·1/c==;ft=,::=-;;;-;;;.':;;·;:;· ;;;.~S.:C::::· ·;;;' ::::··· "';:;' ::::c::::·;':;·c\~:;:;-:;::. :;::::::;:;:::;;:;;:;:;;;:;:;;:;;:::::;::::::::::;:;l!'.;:;-';:;'G;:;1;,,;:;E;:;£";:";;:"::::G::::"::::P::::L::::4::::N::::N!::::N::::G:;;::::-:;:::·/::::11;::',~:,l:;;· /======= P~OJ IE CT NO.'S 12043 l!.: 31235 , 1 0 l ··· I0!1Ll .. n,,t.J D ? 7-q ~=---~=· • ============== 10 tt. 04 u~~f:t·rf?G JJ --- - -, • ' v, ' I ' ! I I ' i ' .. I ! IAJ (A) ,-.'.al -~ t ,8) --TjN ' o, 1 /6\ I ; 1 i; n C ' 260- ' T 220- / i I i i CURY'Gf' PATA i Li R ' L -gf b~~8r ! za 0e& ~7"'1 //00.0:7'1 44Z?Z' IOhA=:JV. / ,&, "CJO '.82,,. / 0 8 7 clO ' 8087/1 ft S???cET /&-58.(l~/h' //'70.a.? ,· 57.:S. 7<P I /Z''K'. ?1/. /;J) ~ 84'ZI" ///,3, O,,'.?' 88<7. &'/' . ........_.,. , DATE HEV/5/0NS l□-cS,5:l "RECORD DRAW IN~S" - ¥--, " --·- • 11. C01V$7' RUC'?f /0 ""A. c:. it? ~.l. 200 &R',_;;:,,:;.;:?"';z:. ::::"':::;. Lt;:;C,z:, ""~· -;;;, -~·e=· =G;c;P:;!_?~: ~==;;e"'r.:;.c:z:·=,~•,z~,7;7;:;:;::;::::· :::;,~5:;:e;5~·\ ;~!y,C,;7;:;;,,,;:· ,;:;D;t• =:::.:t;;t/O~z'lt.11t;t;/rl1:~"." .... ;•'>>------,-----;---,-----c--------..,,---,----,---,,- ' >·'-'"~ ·-"'·• T " ! I .i: Z.8'4.4!:l' /.,,"72.'.!.l:5-' /8:::l?.3' /9/, 97' ' ----, 27 28 29 L.-1.-•' ~ , \lisr.srA. Z&'":,/37. /:Z> J ,Sr-,;:; /8,-§7. 72 , l STA. /,::;;,,c.:,o,c:,o //\/6')'.,,ti'.'.L /0" PLO'G 1"' T//Ro'oT ,5'LOC.1'•C. .86'G/A/ /A/6TALLA7i'O/✓ Or' 0/RcCT 8t/.R/EO .ra,vc TeZ &"A,;t,t'?'T,~)'/ C.48L.c ~ ffi\li~~I ~ll\l :0 \ ~/1.J-Uc. ' ' ' APPROVED j 0£S!G,VEO· ~ 1-l rm nr TTl"'TIZ'• /rm r1 'f\T,(C n:rr ,LJ\,,} L/ 11. \J ,, ,LJ,\y ,E .J. J. 'v ill i ! DFIAWN. l f;Y .ll1£ LC: E: ]JD L[ El JJ'_F .. ·"'0,1! CE 'If ' -I CHECKED, I ./JI?@U@CB9 <Col!,tl(f~ -=-·L-~-~ ' ---- 30 ·!PROFILE SCAL~3i HORIZ. 1" = 40' I VERT. 1" = 8' _J 32 ' ,., ' , ,4N.c, /O" rLG. ><.Rr. 81% 76"RFL Y "------·'-~~-----~-VAL.VE :SOUT//, .4/✓L? /Z" rL G. x R 1: 6C/;rT6".Rrt:. }/ VA't:.Ve , TO f/./EST er ;:rec-: •· ~~-~-"!' .. ,iull .i; ,-,, -.~, ei'o/;',~ Mil~;/\ ' \ ~ ffe\~1\f (Q) ~ i:J~ -~,•· ,/ . "' h u~ zg21s "" •• •' ,- , bp 3-31-1, " e • • I "'/l ~ -... . .... ,:l ftc:--••• ~ 0/ C~l\\Cl 4/ ' :=-.. 11! 11 • ') I I~--\. I P.RO✓ECT ENG;NEER ,, r.~~ \\ J ' --' ---·· 11 --'~• •-'•----- i /1))11 l I "RECORD DRAWINGS'' ~ THESE RECORD DRAWINGS HAVE SEEN PREPARED BASED ON INFORMATION SUl'JMITTED BY THE CONTRACTOR, INSPECTOR, AND CONSTRUCTION MANAGE- MENT STAFF AND ARE NOT THE RESULT OF A FiELD"AS-SlllLT~ SURVEY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY ,VE BE~N,_~NJPRPORATED INTO THIS DOCUMENT AS A RESULT. ~ ~-!'/~ . . // /r¥ z;4'it?Jo/ £:!I$' • ij~/,,,.J RICHARD T. ROBOTTA R.C.E. DAfE 33 CO.NTR.4CTOl? b'f!.t!LL r"'RO///£JE AN ADDIT/OM1L .?5 .C"EET OF Dlli'liCT BUR/i:D TONE TELEMETRY CASLC AT EACH £AID OF PIPELINE. T,l/E CONTRACTOR S/h1LL Bl/RY THE CAf3Li£ 2 FEET ABOVE THE l:'ifv'D OF PIPE AND OPF - SET 2 FEET N/£ t:IF TNE END OF T/.IE P/PE /N ,4 /0' x /ii" x 12" CONCRETE Pl/LL BO/( w1r.t1 A FLUSH CA .. eT IRON COi/ER, BROOKS ,va I PB OR ,IPPROVED F{)VAl. EACH INJ:JIV/Dt/AL 111/li?F. PAIR S#ALL BE TIE TIV/5TEIJ TOGET/.ll=R JWTll /1/l).lf//Dt/.//L !NSVL,4T/N6 IV/RE Ill/IS. THE E,VO OF THE CABLE 5h'ALL Tl/Eh' f3E ENCAP· S!/LATEO b'r/LIZ/#6 A 5corcH CAST RES/JI/ .!SPl/t.lNO KIT: 35 I / I I . ,. DR. . ' . . . 14 -290 · -280 -270 37 (15886) /: I~[ 67:ST.4. 3&r0/.~z7 ' c"C. , Sheet W-3 OF 6 , STA. ZO-t'-t:J4.8S ;":I \' 7 ~ !\ ,~ ~Jl F L~0 L~Ui I~ . I L: ... , ='=--"'-'="- ' DATE !RV~NE RAf~C!-~ V\! !:!\ TIER D!STR~CT SHEE. I AND PROFILE COASTAL AREA WISHBONE ESTATES PLAN t0J C-~ ~- ' ii ' I I ' f I I I I I ii !j 1· ' 11 /, t;:, M \ 1 ~/J ~ NECLl)\l~11ED ~I\Rftw,7!'"" .. ~ f,s~-,I /I &,=~B '1 II, b /hf7JUJQ ¥~ ?Oh/,,/ ;{J.1-:-J":.~ '? -'11 SAND CA!'-JVON AVENUE -ZO!'>lE C ! 'V =., ~ b "\\ I " PHOJECT MANAGti~ I jJ} OF r ! CV.,"; fW'Jl I ' , -tci i 1 I ,.,-,,:;,i.., '" \ 11 ,..r,. ,, JY:, ~ "= ASSl5fAN7 Dlll£CTOR OF 10" J1 1211 I \. 1,,.,all Gfur 1 lj'~'J 1 J /,'1 1 f -"~ 1-:--• ' ' i ENGINEERING a PLAN!\!IN,J _f'.,' 1;1-,c, l ,) t ' ' ·.J.io+1 ~-' ' •• ! f, -• ' --~---,,_ ~-----_ _._ ' REClAH\ilED W!.'.\TER TRAl\!SMISSIOI\J fviAll\! c:::.,..A ..., g . iO+OO TO PROJECT NO, 31285 -' ,. ' ' STA. ?0+65 I,,,,, j ,, ,. ! __;. -' ' l f ; .) ,! =='.I :0279 ti ..., rJ ' s-1 i C)Q • }-l ....t) 1./'1 ,., --:1 I" r, s... } !, .. l -.? .,_ '::"'> £ ~ ~ ~ I ' ' I ' I I I, 1/ 11 I I I ', 11 I 'LI, '. -:-~ \j '•-; --~: \ ' • I 320- 300- 290- 280,- 270-· ~ ~ \J 'I. B \;} ~SJ~ 1.1: \j l\1 R: 'I. • ,'.) !:) ~lt i,,;'Zl II) ~S': 'w \', ~ . ··---•--i --.. --,-.. . •· .. _, -.... ,... -....... _.. l .... ---. ,--., . C01V67RUC'T /2'' o . ..t:P. CL. sz W/T/-1' fi;e$7i~;4//Vl::O .4;!10 BONOEO 1/CJI//T.S B 1Q. \!\ • ~ l l) ~ s:i 'ZS '\. 'J ·~ \\'i ' l'!5 ii)-~ ~ !IS \\J '\. . . ~ ·\li i½ I h: ~ ,. I iri ..... I-. t'.)~ I s!J 33 8 (tj \'j ~) lt) '-: ~~ '\- ~ it-' 1, ~ ~~ ~ 'j. • (;) ,, 1'll I,.: ' 1/) ~~: ~ "\:) ½~ PUMP BT/\· W,'°'LL 35 BLOC/<WALL ~--- fAV1 -310 -300 -290 PROFILE SCALES HOR!Z. 1" ~ 40' VERT. 1" = B' DATE 270- 260- 250- 12 II RJ/V. LP,TER/1. L (SEE SIIEET IY-3 FO/c" PL.AtV V/EIV) ST/.\. 15+18.78 AIR VAC ASSEMBLY RETURNED TO I.R.W.D. WAREHOUSE AS DIRECTED BY SILL STEWART 4-26-93 (COULD NOT BE INSTALLED DUE TO SPILLWAY. COPPER TUBING STUB JUST ABOVE CONCRETE. KIDS BROKE COPPER / OFF AND TOOK /J.WAY) "RECORD DRAWINGS" THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED 6Y THE CONTRACTOR, INSPECTOR, AND CONSTRUCTION MANAGE- MENT STAFF AND ARE NOT THE RESULT OF A FIELD"AS-SUILT" SURVEY. WHILE THIS INFORMATION IS BELIEVED TO SE RELIABLE, THE ENGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE SEEN INCORPORATED INTO TH!S DOCUMENT AS A RESULT. RICHARD T. ROSOTTA COASTAL ARIEA tl\.flSHBOi\HE ESTATES SAt-JD CANYON AVENUE • ,e;;:Q~JIE 4 ' 12" DOMESTIC V\!ATER TRl-1.NSl\/llSSION flf!AH\J PROJECT NO. 12043 --,-,~-•~-===== R.C.E. DATE ;:::J I ';:J : ")...) .·....i:, 5[Z[ HOR!Z. ' ~· 1 '-6~ •• 2'-6~ a• 3'--0m 10' 31-9~ 12· 41-J" TYPICAL BEAR~!G St,'nf/l.C!' TYPICAL PROFU moss VERT/CAL BEND pTES L n::::~.r ClCCI C!idlt::i f'!lli CASIO C..':! AUC:.t-:;U S!1U. MINIMUM SIZE 07 THRUST BLOCK BEARING SURFACE .. CV.!!U:3 WAUJ'Z r;;; l!~ pd P..'!EZSU:t ~, ns Pii ua: PCE'S.!!:",;! unu :, • -0° cr.:zn num~. vun. 1-n:mn. \!UH. ttortn:, V(RL Ql-'9'" 1'--t!'" 0'-9" 1 '-6~ 1 '-0" , '--0" 21-6,r, 11-01, 3'-6~ l '-6a l'~"' J"-0" 1 '-&"' 4'~3~ l'-3" -------.. ·-··- 1 i_ge 31-9"' 1 '-9" ~·-c~ 2'-S"' 2'-J~ 4 ;_,~ 2'-3" 5'-£e :3 '--61:1 ! mmu. VUT, Huij!!. vrnr. :!'-311 l '-3" 1 '-6" l '-0'" 4' --5" 2'-3" 4'-0" 21-0 .. 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'f Jt. 11" r,;u.\ss t:-:P-?'U! 4, 2" CM$!; no~ UL S. f"X 12" c:tt.55 t:!!PPL! Ii. '1." t:riA33 GATE V-::.t.YF.: 1. 'fl' fl!SER Um"tftW.(PVC~~lV.Cm C'l~-\.0:GTH AS iU:'.QUt1EO) ri. ~!!HO PVC r::rDUC!:'JG CUSX:tX. {:Z-112 X 2 } !.1. 2"' u I P x ?VC tmAM'Ert Fem rvc rusrn !!OTES: !. n:uPcmMY Ci!.DW~Off ASSE~SL"t' fl~ED AT Ail 01::AD Eno L~(S. :L r."'d.!!O\tl: msEn t!ATER:AL.. AFT'E.A RJ.lSHr:::::i M.!J UGTALL 'l" t::1ASS P\..JJG C-~ VAt'I(, :..EtNt: ~ CLOS:al, EIV/J OF l lft!E BlOt':l OFF' l'7\ ------N""'.""'-,;s""'.--------:® T£ST S'i?fTA:l11' T/!XAV,/f,~t;. C.-¥R/6'7Y ,&,,-;!>,. a,,,r AP.PAdVL.O Lct»Jr.t.-..,~ /?(}[If: SU,,!(' ct1/"..-?A'-ctz¥EI? SaufffL' i'!Cll /"h ff.-fTE.lff 7"1'Z'J Az:¥/A".f' LJ.£:,.Kt;.Vi'J'i l'fi'JP,t'.,.1:t,'£,(,",!Hr. c:::T ..$.UfL lrtTH .s VJ.. or r.,--;r£A", h"'.,<'!rt.::., m.tr? LYrlT L:en'YE..i.Y'V llt.L ANO ?')'PA'~ (lflT/100/C TEST~.f!TAT!Ofv OETtfdll Ev fif.1.S. w fJ 5HP 1 ,___ __ ___, i (,"7;;) ; ~ I HOLD MOU) fHl.MLY W! 'fH OP(NlNC. AWAY fAOVi OPf.RA!OR ANO !GNlTf: 'STARilNG, P'O','lf!}[R 'ST R ! P l i\i"'$Ui., AT ION f'AOti \.'1! A:E t 0:-~7 HEUOV[ St.AG FROM tm~:tCi!Oti COVER CONNECTION WITH A !lilUtHNOUS COMPOUND .4LUIVl!NO NT.S TliEl?MIC H1ELD DETAIL@ W-5 DIP PUSH-O!v JOINT BOND N.TS • ... . 'ZEJ·· "RECORD DRAVVINGS" THESE RECORD DRAWINGS HAVE SEEN PREP(~flED BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR, INSPECTOR, AND CONSTRUCTION MANAGE- MENT STAFF AND ARE NOT THE RESULT OF A FIELO"AS-1:JUILT" SURVEY. l!'M!l.E THIS INFORMATION IS BELIEVED TO SE RELIABLE, THE ENGINEER IS NOT RESPONSISLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HJ.);VE SEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. RICHARD T. ROBOTTA R.C.E. DR. 14 (15886) Sheet W-5 OF 6 fl n H ! I ' I d --, . s A ~ d l"' -;--. "' ,I ! l II f I ! • ''" ey N <t VALVI'. WELL\ ' r~-., ~:T--h f,-$,..,_t,. II:{ rri1,:z,1r ,l',.J 1,.,.., )".l.:Pllll,._,'Oa~ \:..."\LVf·--•--+--J .... -('-' . NOTES, VALVE SIZE rm.!£NS!O:'\! G"' OR SUALLrn A ,,. .il. ,,. u· 13• , .. ,o• 14'" , .. 12 ... ----------1.it" m'" rm:z.r::wr.; "'c:'"'., rr-:r:ttt ~mM F1..U:J trn Pt?[ tw..::z-nm VALVE 0£7'".AIL fi/.1.S. 1, FIRE ~YOP.ANT JAMES ,JOtlES 5700, , ' , ' ' ' / \ 2. !!YOrtrurrs TO UE PArnn:o /ICCO:tDrn5 TO PArnT SPECUICAHO:i SH:iH)~t 09~00. 3, P!iOV!O( "MEAK-AUA'r" COLTS AT l1'i'DN.A!H flAUGL HYDRANT LCCATION PLAN --- SIDEWALi< NOT ADJACENT TO CURB 1, REFER TO DRAWING W -1 FOR ACCEPTABLE HhTER!ALS, 1. PAlHT PIPE COVER & AIR RELEASE VALVE WITH l COAr OF PRIMER AHD 2 COATS CF FINISH PAINT (SEE PAINT SCHEDULE SECTION 09900) 3. SEE SPECIF!CAT!OII SECTION 15089 !ITEM iNO 'G) I I! ~ 61 -..":.,i ,2) (•) (~) ( 6) ( 1) ' ' \ B) i ( 9 \ ' i /1~1 !(~) ON PIPELiN~S UP TO (" VALVE GALVJ\N!ZED STEEL VENTED PlP.E CUVfR {CEBf ··21} SEE NOTE 2 J AIR 8 VACUUM RELIEF VALVE ~<:.~co r43C) SEE N01£ 2 !" BRt-.SS CLOSE NIPPLE !" BRONZE GAiE VALVE' J" UIP THREAD X 5WEAT COLD JOINT STR!? ( so· BEND SWEAT ( CORPORATION SiOP SiZE BY ( BRONZE SERViCE i GALV, CLOSE N!PPLE eENO 1" COPPER TUSING -It.STALL OUTLET !~~ VE"T!CAL f>OSiT!ON TYPE ADAPTEfi SADDLE a RETURN K R!GiD 4 & LC,.';l.G &:.::!US ~ LlC-Ci✓--· fl6Jt £',£. J ,ef "FLG-lr£S!Ll.!"Jff ~7£1)6£ t1U.i~/ &-:4"' /ULJ:KEfl' R..61t no ilJ'//'ST11 .if"$ A-::0(:'f':'£'/) 1:ram-.. 7: I, -<',!..I. ~~1:".d -~> .J>"lTFGf,r:JS .:flV,:tL.f LU: LU. flP.f t:L . .S.,Z VALVE ASSEMBLY LOCATION PLAN {NO S!DEWA( K PLANNED} OR s:DEWALK r,OT ADJACFNT TO CURB ll!.'1: S. n:11? ;:-..;-;;;;; CAilOUT:S Sll SECTION A ·A e. J:Y;.;fp A.LR~ .&r..:!,., '17-:"/f RLYLYNYLEHE Fl'i.t1 SECTION A-A N.7:S. l!/JAJl!UAL 0/?i,JJIIJ AAID BlOl:1,IOFF ,, ", ·~ &::,,RECORD DRAVI/INGS" THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR, INSPECTOR, AND CONSTRUCTION MANAGE- MENT STAFF AND ARE NOT THE RESULT OF A FIELD""AS-SUILT" SURVEY. WHILE THIS INFORMATION IS BELIEVED TO SE RELIABLE, THE ENGINEER IS NOT RESPONSIBLE FOR ffS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE SEEN INCORPORATE:D INTO THIS DOCUMENT AS A RESULT. RICHARD T. flOElOTTA R.C,E. ·v.-~ I . I . ...,, --~---- C4AS.5' :t:t' C.0/'/C. ;£!'/PE S'VF'r'-2/?T '; .\ > J•.\' :; , .~ . .. • ·=F-'.',~.--4----[-• ,. ! •. • ' • f " ' . : ' , , '. '. : •. ,. •, ~ ,, ,.; • • < • ' t •. I ~ . ~ < .. ,.. t'J'{ ,:·:·-~--:: ·. :. ~·. :•., ---'"-- DR, 14 (15886) Sheet W-6 OF 6 fj i I j ' j 1: ,, I' I ,, I I ' ' I, ·i I I .i I I ;'I_ ' I : I li ii I, ,, •I [1 ' I ] I i 0 .., -c ~ , l:'' ..., Ji: V' d -, 7V S\ t:,(i ;_J 4 \}) VI =============================·-"' =-===============~============~====~======================================================~==== i ! ~ I " 8 a I I !j I I I I I I I ! I DANIEL BOVLIE FNGINIEERING, INC. THOMAS B. Hc;iCJKE; ,IR. cR,C.E. 29275 •••• FJ/JJC'r!U/El !EJ(f)1fl.lE fEAf({ij§f)JfE/Ef?JuflJG, UP.JC. Chf.J E.rrtJ~n:x;:1na Sctm:c-o 23231 Scntd'l Pointo Om'O Suite 100 Lcguna Hi::::. Cl\ 92""53 (714) 768-2600 IRVINE RANCM \f\JATER DISTRICT ASSISTANT Dl~ECTOR Of Ef\lGINEERING AND PLANNING ~ "RECORD DRAV✓INGS" THESE RECORD DRAWINGS HAVE SEEN PREPARED SASED ON INFORMATION SUBMITTED SY THE CONTRACTOR, INSPECTOR, AND CONSTRUCTION MANAGE- MENT STAFF AND ARE NOT THE RESULT OF A FIELD"AS-BUILT" SURVEY, WHILE THIS INFORMATION IS SELIEVED TO BE RELIABLE, THE ENGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. RICHARD T. ROBOTTA R,C,E, ".r,, ,,,,. ""' " DR, 14 (15886) Sheet Ret . 1 OF 5 ' i .. tl I ! I <l I' I ii ii !• r. 11 i i lj ' I I I I I 'i ll ti II II I ;, ' i I' 1! r, 1: :I I' 1 -1 I ' ! ·l ,. ii " IJ ' fl " I fa ' 'I Ii " I' ,I " ll 11 ·I 11 I i ' \' .., -.-e ~ - :::r::; <:> -s· f:" d -, . ,o 0") oq '1--J -SI. I.I\ --;:::, "' ,t-- i:' ~ C ,, ~ --0 ;;;-. ,. ._,.) '-'.J ----t:. -, -----s:,. r~====·-=-========~--=-~=----=-~~==============11 I I II ' I ! I ( I l ( J i ' ~ li1 001..r ~ HUNTING ION BEACH N.T.S. -= -J -.-.-•---No. DATE /~\ 1□·25·9:l !"RE.CORD DRAWINGS" I :=J ' ,, 1;--- i' ,I /I I - r FOUNTAIN VALLEY COSTA -= lOC REVIS/O/VS ,11CU\!li"'V l\11AP / SAN Cs.EM EN 1t A "flQl\j MA!FI APPROVED lj I DESl&"NEO. ·-----,I ! !?RAW/Ii: . -. :Ji CHECXEO: ~ ! ·G> j ,f"' ~ --,_~~.lfi__,.J' -. =--, PUBLIC AGENCIES & UTILITIES SOUTHERN CALIFORNIA EDISON (DISTRi81Jl10N) {MARK JUDY) PACIFIC BELL TELEPHONE (BILL LOWING) GENERAL TELEPHONE (DiCK HERZOG) SOU1HERN CAL!FORN!A GA$ COMPANY (,IOHN MARINO) LAGUNA BEACH COUt.'TY WA1ER DISTRICT SVERDRUP CORPORAllON (MEHDI ARBABIAf'.1 IRVINE RANCH WATER DISTRICT (STEVt' MALLOY) COMMUNITY CABLEVISION TI,E IRVIMo COMPANY UNDERGROUND SERVICE ALERT FiELD: OFFiCE: (714)259-4476 (714)373•2628 (714)546-2362 (714)494-1041 (714)544-7668 (714}752-8463 (714)476-7500 (714)721-6226 {714)720-2000 1(800)422•413'3 CAUFORNIA COORDINA11' SYSTEM ZONE VI LINE BE1WEEN 0.C.S. MUSTARD 2 AND O.C.S, PELICAN HILL BEING N3<l" 16'05'W PER R/S 86-1083 1.6 MILES SOUTHEAST ALONG PACIFIC C0.0 ST HIGHVIAY (U.S. 101 AU) FROM THE POST OFFICE IN CORONA DEL MAR, 67 FEET NOR'TI-lEASTOF lliE CEl,ffER UNE OF THE HIGHWAY, 45 FEET SOUTHEAST OF A MANHOLE, 'fHAT IS ABOI.JT 2 FEET ABOVE 11-lE GROUND AND MARKED LBCWD, WITH A 6 INCH BY 6 FOOT VENT PIPE ON THE NOR1H\\'EST SIDE OF THE MANHOLE, SET IN THE TOP ON THE WEST SIDE OF A CONCRETE CRADLE FOR A :,6 INCH WATER PIPE, AGOl/T 7 FEET LOWER THAN THE HIGHVIAY. r'l!OTICE TO CONTRACTOR PURSUANT TO ASSEMBLY 8!Ll 3019, NO EXCAVATION PERMII tS VAl.iD UNLESS THE CONTRACTOR CONTACTS AND OBTAINE[l AN INQUIRY I.D. NUMBER FROM "UNDER GROUND SERVICE ALERT' i' 800-422413.J)AT LEAST rNO WORK:NG DAYS PRIOR TO COMMENCING EXC/1.VAT!CN SHEET li\JDE}( SHEET NO. . DESCRIPTION RET-1 RET • 2 RET • 3 RET -4 RET • 5 TITLE SHEET VICINITY, LOCATION, INDEX, LEGEND, ABBR. & NOTES PLAN VIEW' PROFILE & GEOTECHNICAL REVIEW REQUIREMENTS \';/ALL SECTIONS GENERAL NOTES 1. INFORMATION ON EXISTING UT1LmES AND OTHER SUB·STRUCTURES WAS OBTAINED FROM TYE APPROPRIATE AGENCIES: EXISTING UTlLmES SHALL BE MAINTAINED IN PLACE BYTrlE CONTRACTOR, UNLESS OTiiERWISE NOTED ON THE PL/INS. UNLESS OTHERWISE DIMENSIONED, LOCATIONS OF EXISTING UTIU17ES AND SU8-STHUC1URESSHOWN ON ·n1E D8.AW1NGS ARE APPROXiMA TE ONLY. THC CONTFACTOR SHALL VERIFY EXACT LOCATIONS, ELEVATIONS AND DIMENSION iN TrlE FiELD PiiiOR TO CONSTRUCTlON iN THE AREA OF niE SPECIFIC SUB-STRUCTURE. 2. THE CONTRACTOR SHALL NOTIFY THE !RWD'S REPRESENTATIVE SVERDliP FOP INSPEC'T10N TV.JO WORKING DAYS BEFORE START OF WORK AT (714) 644-7668. 3 ALL EXCAVATIONS SHALL CONFORM TO THE STATE OF CAUFORNIACONSTRUc·noN S.A,FETY ORDERS 4. CONl""RACTOR SHALL MAtNT."il\J THE WORKAHEA iN /:,, NEAT, SAFE, CLEAN AND SANiTAR'{ CONOiT10N AT ALL TIMES AND TO THE SATISFACTION OF THE AGENCY HAVING JURISOiCllON OVER THE AREA. wonK!NG /\REA SHALL SE KEPT CLE=AN OF DEBRIS, WITH DUST AND OTI-lER NUISANCE 6E!NG CONIBOLLED AT ALL 11MES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY CLEAN·UP ON ADJACENT STREETS AFFECTED BY HlS CONSTRUCTION, ~BOSION CQNTROl NOTES 1. ALL WORK SHALL BE IN ACCORDANCEwm; THE GRADING CODE OF THE COUN,Y OF ORANGE. THE RECOMMENDATIONS CF THE PROJECT SOILS REPORT, AND ANY SPECIAL REQUIREMENTS OF THE CALIFORNIA REGIONAL QUAllTf CONTROL BOARD, SAi'fTA ANA REGION 2. TEMf'ORP.RY EROS!ON CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO APRIL IS. T"iE CONTRACTOR SHALL SUBMIT CcROSION CONmOL PLANS TO OWNEr~ FOR REVIEW PRIOR TO SEPTEMBER 30. 3. BEP,VEEN 0010BER !SAND MAY 15, EROSlONCOciTTlOLMEASURES SHALL BE PU\CED AT THE END OF EACH WORKING DAY WHENEVER THE <NE-DAY PROBABILITY OF RAIN EXCEEDS 30%. DURil,G THE REMAINDER OF TriE YEAR, rHEY SHALL BE PLACED AT H<E END OF THE WORKING DAY WHENEVER THE DAILY R'<INFALL PROBABILrTY EXCEEDS 50%. 4. A STAND-BY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT All 17MES DURING THE RAiNY SFcASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILCD AT CONVENIENT LOCATIONS TO FAC!LfTATE REPAID CONSTRUCTION OF TEMPORARY EROSION CONTROL DEVICES WHEN RAIN IS !MMINENT. 5. EROSION CONTROL DEVICES SHALL NOT BE REMOVED OR MOD!F!ED WrTHOt.rr TrlE WRrrTEN APPROVAL OF THE OWNER 5. ArTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND OESIL 11NG BASINS, ANY GRADED SLOPE SUR.FACE PROTECnON ME)\SUP.ES DAMAGED DUR!NG A RAINSTORM SHALL BE IMMED!ATELY REPAIRED 7. ThE 10P OF All EXISTING DRAINAGE DfTCHES AND STORM DRAIN CHANNELS ADJACENT TO THE CONSTRuc·noN AREA SHALL BE G~ADED so THAT STORM RUN-OFF WILL DRAiN AWAY FROM TI.JEM. TiiE STORM RUN-OFF SHALL THEN BE CONTA!NEC AND DESIL TED BEFORE BEING ALLOWED TO ENTER THE FLOOD CONTROL FACIL!17ES. THIS MAY BE ACCOMPUSHED !:\Y CONSmUCTlON OF A COMPACTED 8\RTH BERM OF MINIMUM HEIGHT 12•INCHES AND A MINIMUM SLOPE OF 3.1 OR AS RECOMMENDED BY P, QUALIFIED SCILS ENGINEER. 8. ANY DRAINAGE DfTCH CR EAITTHEN WALLED STORM DRAIN CHANNEL THAT IS ADJACENT A PIPELINE TTiENCH OR WITHIN THE UMITS OF THE CONSTRUCTION EASEMENT IF CAMAGED OR Al TE RED SHALL SE RESHAPED TO Tl!E SATISFACTION OF IBE OWNER. 9. IF EROSION PRO Bl.EMS OCCUR, THE CONTRACTOR SHALL CORRECTlliE CONDl710N IMMEDIATELY AND i'RlOR TO RECEIVING A CORRECTION NOnCE FROM THE OWNER; IF A NOTICE iS ISSUED AND THE EROSION PROBLEM IS NOT CORRECTED. TIJE OWNER WILL PROCEED TO HAVE THE DEFECTS REPAiRED AT 'THE CONTRt..CTOR'S EXPC:NSE, AND ALL COST INCURRED MAY BE DEDUCTED FROM SUMS DUE THE CONTRACTOR, ~ "RECORD DRAWINGS" STANDARD svrJHBlOtS ----RW---- -------------··~-------------- rici°ol--------o •v/ ·C::: = :~-----·--G0--------•D AC AV ASSY. BC BP✓ B.0, BS CL Clrt CONC. CONST. C.T,S, DET. DIA DIP DVlTM EC EL ELL EX. OR EXIST G.B. GV INV, JR L MAX. MIN. NAT, N.i.S, O.D. PAVT. R RCP RED. RW ss s SD SSMH SP ST. STA. T ll-JK. TYP. VCP DETAIL NUMBER SHEET ON WHICH SECTION APPEARS RIGHT-OF-WAY RECLAIMED WATER CURB & GUTTER WATER SEWER STORM DRAJN TELEPHONE CABLE OR CONDUIT ELECTRICAL DUCT GAS FENCE MANHOLE PROPOSED LINE EASEMENT EDGE OF EXISTING PAVEMEl;T BLOW-OFF ENCASED PIPELINE CENTERLINE REDUCER PLUG AND THRUST BLOCK AIR/VACUUM VALVE CURVE DESIGNATION VALVE CATHOO:C TEST STATION ASPHALT CO'<CRl°7"E COMBINATION AIR RELEASE I!. VACUUM RELIEF VALV<c ASSEMBLY BEGINNING OF CURVE BliTTERFLY VALVE BLOWOFF ASSEMBLY BOND STATION CENTERLINE CLEARANCE CONCRETE CONSTRUCT CATHODIC TEST STATION DETA!L DIAMETER D\JCllLE IRON PIPE DOMESTIC WATER TRA.NSM!SSJON MAIN END OF CURVE ELEVATION ELBOW EXISTING GRADE BREAK GATE VALVE INVEITT IRRIGATION LINE (W OR flW) LENGTH OF CURVE MAXIMUM MINIMUM NATURAL NOTTO SCALE OUTSIDE DIAMETER PAVEMENT RADIUS OF CURVE REINfORCED CONCRETE PIPE REDUCER RECLAIMED WATER SANITARY SEWER SLOPE STORM DRAIN SAN IT ARY SEWER MANHOLE STEEL PIPE STREET STATION TANGEITT OF CURVE THICI, TYPICAL VffRlflcD ClAY PIPE I. ' Ii 11 • ' I I I' ,! I I I') 1 .., --c: "" "t I! • n -. -...:, :,;;:- ---"' d ' v"'\ r:===========--· ========~===================·-==================~======== ==================================--=====""-=========~ I. II I I i 0 1 I 2 3 4 5 6 7 8 9 ' ' 10 I 11 I I i 12 l __ I I I I I i I i I I I I I I I I ~,~! _______________ _ I NOTE: SEE SHEET NO. 6 OF THE WiSHBONE HILL ROUGH GRADING PLAN -TENTATIVE TRACT NO. 14064 FOR EXISTING AND PROPOSED CONTOURS. /o'\ \][} f--r --------__ 1-i"" "--"---~ ---___ ! ' ____ Jf.~==:::::::::::::::::::::::=::=:=:=:::=:==============~~=.:'.~~~~~=-=-=-=-::.=.=.=.=.::.::.:=_:"_::_::_::_::_::_::_::_::_::_:::._::_::_::_::_::_::_:=_=--.=:__=:__=--.:=__T:=_:=_=--=._:=__=:_=-._:=__=--+~'~:J-=:::.::::_-------Ff" ''.l I \ '--@ ---_____ _LL __ -::::::::::=::===~~~Id=====~=======---------------------=--=-~-=-=-=-=-=--=--= l,tsC.:,f~do ':, ---""•---------~= Ft\CE OF \'JAt.l SURVEY Di\TA I DELTA/SEARING RADIUS LEN./DIST. TANGENT I ---- 40'05'15' 15.00 10.50 15•45'28' 130.00 35.75 1799 I N07"O{f15~E \ 31.&l ' N34 • 14'52"E 1.50 N55 • 45'08-W 14.00 N34'14'52'E \ 110.00 i I N55' 45'08'W . i 19,00 ' N34"14'52'E I 1.50 ' I 38' 05'12' 35.00 23.27 12.08 N72 • 20'04'E 47.01 33•54•09· 5.00 2.SS 1.52 0"26'350! 1139.33 8.82 441 I I __ _j ' i I' t:;, fl\ DRAWN: I! r,·7.,11 'IJ'i '11L'"7') [Jj) f( ~ 1J,r-r;f;J,"', TT(C~ '[T' • I , .c.cl ' .Li.J 0 .,: ..L1.. A.:)/ I j,~,Ll .Li I i csc:=c, \l ' !I TT r::o r,:,U.'117J G rr: n r, r"'> 1 1 en;\;,: r,'il;rn JI 1l CHECKED ~□J[tllo ' ( 1 r:,ru E:3iui J j, Liu U,I • "c; C. .9 I ,, ' ~ / "" "__Ji --- n ----·----{12:1----- Si\f\JD Cr'\NYON AVE. -,~ \f\./. ,:;: .,-~ c.r-r-e:-r A I h1 1 d 0 ~w.,.6,.V._ ... "fc;,E:, ~ Oo\AA.1141\,,\,, '6,,::7,.,;,C, =\"" f--,:,,,r~,:::, f'1µ\~ ~ (P"Ac,14'-!U-) r; c_-:,, ~ 1"1;J1qH c,,d"Rf-A,,:_£':: ( iJ~ "'1~ OF-,,.✓~) \! \I I • ~ ,'?_, >11,,,H x it<, v=i-k.~ C,=WC.~.b-f"'" ~I<-tlN.!'f"'? 1,,r"~-"'lt-1) " c.=J c.;::,;;:,·p'::. v✓~ (i) = /",,,Jc OF \MALL ",U1<VE'; DI\-TA •"~ ,-.ec~>·-·e"$""::~ ':)~ -><()C) "RECORD DRAWINGS" THESE RECORD DRAWINGS HAVE SEEN PREPARED BASED ON INFORMATION SUBMITTED BY TliE CONTRACTOR, INSPECTOR, AND CONSTRUCTION MANAGE- MENT STAFF' AND' ARE NOT THE RESULT OF A FIELD"AS-SUILT" SURVEY. WHILE TH!S INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINE:ER IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY KAVE SEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT, RICHARD T. ROBOTTA R.C.E. DIL 14 (.1.5886) Sheet Ret. 3 OF 5 I' :I II Ii r Ii r I ii ' V\ ·< ''l.,. '"~.') ., 11 ii I : i Ii I I I I GEDTECHNICAL REVIEW REQUIREMENTS Earthwork and Grading Remedial removal cf loose. or compressibla/callapsible soils, such as from ·nonmarine terrocef alluvium or t.clluvium deposits and severely weathered bedrock if enccunteredt ·or loose and weathered artificial fill is· recommended before placement of compacted fill. Areas to receive fill shoul~ be scarified ta a depth of 6 inches, moisture-conditioned to near optimum if needed, and rzcampacted prior to any fill placement~ Fill materials should br.; placed in thin horizontal lifts, mcistu~e-con~iti~ned to ~~a~ optir:tum if needed~ and compacted. Compac:t:..0.1 c:r1ter1a fer : 111 and backfill materials are a minimum of 90 percent of the moximum dry density determined in accordance with ASTM Test Meth~d D1557-78~ Gradirig f'or the subject site sholild be performed 1n canform;:ince wit~ L.eighton & Associates, Inc~ recommendations and General Earthwork and Grading Specifications !3S outlined below and with the Grading and Excavation Code of the County of Orange, EMA. General Earthwork and Grading Specification5 General Ir:tent These specifications present general procedures and requirements for grading and e2rthwcrk as shown on the approved grading plans, including prepa~ation of areas ta be filledt olacement of fillt installation of subdI:'ains, anw excavatiOns. The recommendations contai~ed in the geatechnlcnl report ere a part of the earth~ark and grading specifications and shall supersede the provisions contained hereinafter in the case of conflict~ Evaluations performed by the consultant during the course of grading may result in new recommsndaticns which could supersede these s::,ecifications or the recommenda.tions of the qeotechnical report~ Earthwork Obscrvatio~ and Testino Prior to the commencement of gradingj a qualified geotech~ica! consultant (soils engineer and engineering geologist, and 7.hei:r reoreseritatives) shall be employed for the purpose of observing earthwork procedures and testing the fills f'or conformance with the :recomme1:dations of the geotechnical repo:rt and these soecifications. It will be necessary that ttu: consultant provide adequate te$t.ing and observation so thnt he may determine that the work was accomplished as specified. It shall be the responsib.ility of the contractor to assist the consultant and keep F"1im apprised of work schedules and changes sc that he may schedule his personnel accordingly~ It shall be the sole responsibility of the contractor to piCvide adequate equipment and methods ta accomplish the wcn·Y.. in ac.:ordan.:e with apclicable grading codes or agency orcH:-.ances~ these so::icifications and the approved grading plans~ If~ in the opinion of the co:1sultant, unsatisfactory conditions~ scch as questionable soil~ ooor moisture c□ndition 1 inadequate compaction, adverse weather, etc., ar2 resultirig in a quality of work less than requi:red in th'::58' specifications, the consultant will be empo1..:.mred to reject the work: and recommer:d that canstructiaf'l be stappP.d until the conditions are rectified. fflaximum dry density tests used to determine the Cegree of compactio~ will be performed in accordance with the American Society for Testing and Materials ASTM Test Method 01557-?B. Pr~paratian of Areas tc be Filled Clearing and Grubbing ~ A11 brush~ vegetation shall ce removed or piled and otherwise disposed and of~ debris VAL--L-L- Processing -The existing grour,d which is deter,r,ined to be satisfactory for support of fi.ll ~~1ali bf:' ::;carif.i.ed to c3 mirdrriurn depth rif ~ :nche• E • ;-' • ~ '"' .L ; _.. x1s,.,.1nq gro;_;r,d 1..,:h1ch is ,..1ct sa':isfactorv shall be ,...,, t . • . ~ve:rcxcava PrJ 35 specified in t!-'.P fol.lowing section~ S • f" • • car1 ica ... .ton shcill coritia:'-J2 unti; th,:, soils are broken down and f:ref; of la:.:-ge clay lumps or--c1.cd; and until of uneven the working st1rface is reasar,ably uniform and free features which would inhibit uniform comoactian, Overexcavatior. Soft* d:ry, spongy t highly fractured or otherwise unsuitable ground~ extendir,g tn such a depth that surface precessing cannot adequately im~r□ve the condition, shall be ouerexc2vated dcvn to firm g:ound. approved by th~ cunsultant~ Ma.istu:re Conditioning Overexcavated and processed soil::, shall be watered~ d=ied-back, blerded a~o/or mixed~ as required to attain a uniforn .moisture conte~t rear ortiGum. Recompaction ~ been ;:iroperly rccomoactcd to Overcxcavated and processed soils which have mixed and moisture conditioned shall be a minimum relative compaction of 90 pBrcent. B~nching Where fills are to be ol.:::ced on ground with slopes steep?.r than 5:i (horizontctl to vertical units)~ tht! ground shall be stepped or benched. ihe lowest bench shall bR a minimum cf 15 feet wide, shall be at least 2 feet deenf shall expose firm ;naterialt arid shall be approved by t 1·ie consultant. Other benches shall be ex~auated in fir~ material for a minimum u1idth of 4 feet. Ground sloping flatter than 5:1 shall be benched or otherwise overexcavated when considered necessary by the consultant. Approval nll areas 9 removal approved by th1::- Fill MaterL-1l areas to receive fill, areas a~d toe-of-fill consultant prior to fill i:.c.luding benches pl~1cement. processed shall be Gen2ral Material to be placed as fill ~.hall b1J f:r-ee of organic IT?atter and cth2t deleterious sutJstance::-:,1 and shali be approved by the consultant. Sa.ils of poor Qradation~ e:>::pansian, or strenath characteristics shall be placed in areas designated by the consultar:t o:r shall be mixed 111it~1 other soils to serve as satisfactory fill material. Oversize Oversize matErial defined 35 rocki or irreducible material L'ith a maximum dimension greater tha.i-- ~ 2 inches, 5hzll not be b:.Hied or pl.aced in fil;.s, unJ.ess the location, materials, and Cisposal mett1ods are speci.fical.l.y approved oy the cons~Jltant. Cverrdze disposal ope:raticrn!'.; shall be such that nesting of ovP-rsize m,1.terial doe5 not occur~ and such th~t the oversize naterL:l:l is completely surrounded by campected or densified fil!. Oversize material sl1all net be olaced within 10 feet vertically of fini:sh grc.Ce or withi" the ::ange of fut,1n: utilities or underground cor<struction, u~less specifically approved by the consultant. Imocrt -If grading, th1:~ Hequi:rements . i1~pc:::ting import of m:Jte:r ial Fil 1 ?lac;eoment and Somoactian material :,s ::.hall 'Tie et required f11::- the General Fill Lifts -Approved fill material shall be placed in areas prepared to receive fill in near-horizontal layers ~ot exc,eeding 6 • inches in compacted thickness~ The consultant may approve thicker-lifts if test.i..r.g indicates thP-grading procedures are such that adequate compaction is being achieved with lifts of grater thickness. Each layer shaJ. l be spread eue~ly and sh~ll be thoroughly mixed d~rina spreading ta attain uniformity cf material and :noisture i~ each 1.ayer~ \Joi_~-: Rl::..P~ "';o <ri.::Oftc,J A "">ff 1/ F°=IZ. ~A//, r"c<-Kfrf ~All- ! ti =. 1 ,--., ' ,_ Fill Moisture -Fill layers at a ~aisture content less than optimum shall be watered and rd.xed 1 and wet fill layers sha.ll be aerated bv :scarification or shall be blerided with drie~ Material. Moisture-co~ditioning and mixing cf fill layers shall continue until t~e fill material is at a ~nifor~ moisture content at or o:itimurn. Compactio~ af Fill After each layer has been evenly spreadi moisture•-coriditioned~ i"!Md mixed, it shall be Loni fcrmly compacted to net less than 80 percPr.t cf maximum dry density. Co~oactio~ equipme~t shall be adequ2tely sized and ;~hall be E>ither spe,:ifi::ally designed fo-r soil compaction 0r of p:oven reliabilityj tc effectively a=~ieve the snecifi~d degree of com~actic~. r111 Slopes Compacting o~ slope shall bA accompl~shed 1 in addition ta nornal compacting or~cedures, by ba=krolli.ng of slopes 1id th sf"·eP.psfoc':. rollers at frequent itic:renents of 2 to J f2et 1~ fil! elevatio~ gai~, or by ether methods riroducing s2tis",1ctory results. 1"1"!: the :::ompletic'7 of grading, the :r2lctive CO\:i:J;:::iction CJf the slope out to th!-'? slope face shall be at l2ast 90 per:ent. Co~paction Testing -rield tests ta checK the fill mcist~re ao1d degree of ccmwaction will be rerforined by tne consultant, The location and freauency :Jf test shall he al the consulta;it.1 s discretio:t. In gener;.d, the tP.sts tu.ill u~ ta.ken at a" interval not e>:c!!edi~•c; 2 ft??t ir, vert.i.caJ rise t1nc/or I jDOO cuti.r: yards of Ef71i:12•1k~er-t. In 2:ddition~ on slope faces, at lews!.. one test .-:.f·::el.l b0 +a· ftn f ' 5 ODO ~ ~-_ w Kc. O': 83C.1 f. J square fP.et cf :.;l:Jpt? r,ei.ght of slope. Subdrain lnstallation face and/01' e~c~1 1iJ f'eet of vertil:a.1 Subdrain systeinsj if requi:reC, ,,;t1alJ. be inst.al:ed 1.r, ap~roved ground to conform tc tne ao;1roximatc alignment and details shown on the clans or her8i~. Thv subdrain location or rna:tP.rir1.ls shall' not be cha;1qed :ir r,o:iified without th_, -3DDrov.J:1 of the co11sult.ant. The con!:.ultant, hc1.1f:'ver, riay r2co~'Tlend and upt.1'1 aopraval~ direct ::h~1r.9es ir s1.1:)tjTain li:-ie, qrade ur rn,~t.erial. A!l svodrnins shall be su:-veyccl for !ine arrl grading 2ft~r inst~llalion a~d swfficicnt tine shall be allo:.uPd fer the sun:pys, prior to commencement of fil!inq ouer the s0bdrains. E1:co11ation ExciJvations and cut slopes ~ill te examined during gradinq. If directet by lh2 co~sultantt furtt,er Pxcavation 01,er ov~r- P.xc0.vat.ion ;ind refillinn of cut .1reas shall be performP.dt and/01~ remedi,31 <JL3ding • of cut slopes shall be oerformell. Where fill-over-cut slopes are to be graded, tin less othe:-wise aporovr>d, the cut portion of the ..:lnr;e shall be 11ade and approved by the consultart :::;rior to 8lc1cernpnf. cf materials foi ~c~struction of the fill portion~~ the slope. foundation DP-sign NOTE: 1 Col':tracto; sr1a!I comact Daniel Boi!e Engineenng, Inc_ to verity !ocat1on ot beam pocke1s prior to construction 2. Contractor shat! ::::onstruct too of footinc a minffr1um cf 4" ').,..,law fin·, .... he•I g.,de -' -..-'"I::-,,, .1,. ; q , Retainir:a Walls Wall backfill shall co~si1t □~ clean sand havinc a sand ecu:.valert of 30 or qreat2r. The clean san,i :10~r:t.•ri.c' l _ ..., __ ,.,,1,. CRf\08 densified by ~ater jetting and/or flooding. The lat8ral limit of clean sand backfill sh11uld be approxi~ately 2 ree: measured fro~ U1e h,,~cl of lhf: butte;.., wol! ur.it (for-;:dona the bottom af backfill) ;ind a :nininurt, of ~<1lf of the total hP.iqt-st cf the, wall Measun-"d from th;, tc,,·, oi ~~.,.,.0 .. ·.,-'l (rr--1 ~ t' ' r· , ,,. ---..,,0.1, ,;.;;, a o,,r; ,--ire> LOP o backfJ .ll). Gackdr-ciii"ls ;J~d t.t1at.r:ir;1rcofinn sh,gll br ;:;:-ovided behi,7.J retainiGq walls. For ret~ininq w~lis backfilled wit~ sand equivalent (SE) ~QLal to or grPater than 30. the follo~ing equiv~lent fluid pressures ar~ recam~ended: Condition Actiue At Rest Tempor~rv Cut Slopes SE > 30 Sand 2:1 Fill Slope 71 Excavation for the p:rnpaseu portions of the structures below gradr: are exoected to expose fir.n~ competent, engineered CO'T1pacted f.lll. It is recor.mended that the b.1ck cut ex::::3vation be p,::,rforr.ed 8t 1 :1 (horizontel:vertical) slope rat.to~ o:-flattcr. Otherwise, temp::irc_n:·y shoring may be required. Cement Tvpe Either Typi:: V cement, er equiva.ient,; shall be used for all ccncrete in contact ~ith onsite earth~ Alternatively, additional sulfatr cc:H1tpnt testing r:i.ay be performed rifter complr.:tion of =ough grading to determine whether another type cf cemant can be u~ed. GeotecM;nical Qjscrvatian and Testino Geotechnical chscrvati::in <'ind testing shall bP. conc!uctcd auring ~rading 3nd fJO~tq~acing constructior ta evaluate/co~firm the ;:rntjcipzted geotec:hnic:al conditions. Additional ar.nltsis may be rH.>eCt:d based en tnc exposed ~eot.cchnical conditions 1 and mod.ific~tio'ls r;f Leighton & Assoclatcs 1 Inc. recar.imendaticns may bt:'. required d 1Jring the co,1rsc of grading~ Geotechnical ~bservation and testing should be provided: -D1Jring rough gradi~q. -At co~plAtio,, af r□tiq~ grading for expansion sulfate cont~nt testingt if needed. index ;c:ind -soluble -Juring cre:ise gradirg paue~ent ~urfaci~q. placerie;it of ac;qregate b.3SE' excavation of all footings and prior to pouring concrete. ~r-esoaking subgrade Seil and prior ta pouring concrete. -.After plaee~.er,t cf backdrains behind retaining ~alls. -Duri~g backfilling behind retaining walls and near struct11~8s. -· t:!hen any Leiqhton unusual conditions are encountered after issuance & Associates~ Inc. as-graded geotechnical reoort. of I ,. i . U) <.9 z ~ n:: 0 0 O::'. 0 0 w n:: DR. -1.4-(15836). She.et Ret 4 OF :, ' i ' ; ) ct :-, 1, D-280 p I cJi o<l )J _.J;) I \/l ti " l I Ii i' I II I l /,\ I ' I t I DATE - 1□·~5-3::i I J i I ', I • ' ' ' ' ' ' ' . •~, ,,, ~·, . • p•·-~.:;ECOR6 DRAWINGS" '!\ I l\ L' \/\//'--\ I VY , L THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR, INSPECTOR, AND CONSTRUCTION MANAGE- MENT STAFF AND ARE NOT THE RESULT OF A flELD"AS-EIUILT" SURVEY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHIC~,,:,~vE "El• EE,~IN,~R~RATED INTO THIS DOCUME ys A RESULT. Vo/ n,1,,,;,'c''--;" dz; ?it //, dJ,/ "7J" I I I -. REVISIONS' . ~ R[[□RD DRAWINGS ' 1 DESIGNED· I I I --: DRAWN I -... ·~---~ . -~HECA'ED - r I• I ( 11 P. ) . ' 1..1_(>1' __j..___ :J j ' LAP ' • 2 / / 1'-\ 0 I ,z..,1 O . C. I HOR\2. it G:1 (i' '.?_'' 0, C. Tc· IL ., C. I ; I 'P--."r<CK£"1, , 1-n r-{2. ~1 r-JL-t:-,\ ,_.., '-........ - ; t:nro£,T<ZIJ & ,ri0paC.TilD \2JY CD\ L-0 <7Y'K\ t !',Q'.r1. r. ~--,\ J -·--·· +- I ( H) ----1·---------------- I JJ'7EJ" rrr, ~ ·0 !.I .L. ,1 D1Y A] 'l7' IZ lL ]J[f'[J} TT r,r TT? J..'v LJ:J L~ LV TT~-'TT' T'5? /'7 ff' 'TT' I .l1 A.:lJ ,LJ., ..L.J,\_,;,_s \.1..,, .Li I i I P..11 dr:tlns 1hould h.a-.-·e a gtai:ne.-1t of 1 percent mln\mum, Q;.ithit porUori for cnvel rnbdrt1n should tu.ve;; 4" o!amtter pipe ~\th ttie perfon.tt'!ti portior, ~r;~Hte~ fr,te; th!!! grnel aoprot:1iitfly 21 mirdr.n.mi and the nar.ptrforHtd portlcn n:t!i"'nd1ng appro)(·i1t1lit1•ly 1' ouUluf.' t~!' grivfl, Proper S!l11ng !hauld be provld~d at pipe 1~sfrt1on tn;b\lng wit,~ to run from th! gr;vel portion into r:th~r ~Man out~1d?. the plpe. \iater-procf i ng r.,f:'r,,.trrt1rie shit 1 be requ1 ltd , Op!!if 1Jtrt1ca1 r.,u.onry joints. {i,f.L; or.1tt r.:orur r:-o~ Jo1nn of ftrrt cr.:.;r-:e .1boli'e fird;;hid '9nd "l Jt 32" i:t.U1C1""":l frtt~n-1:lls . • -11 ( op~n joint:i to pr~vrnt urth m&terlJdS, froe, screenino rncll i.\; with a fiHer f.lorh: ~hould t:i!: provlde .. or ~r1ter-1rig 'th~ hcle:./jorn::.s. BLOC,K ' ; RETAINING vV/\L_LS \VALL • DR.Jl, (15886) Sheet Ret. 5 OF 5 Wf t.\,_l SEC'1r!ONS RETi.\lNH\lG \fl!All _j ·1· SHEET RET-D I I' I; '1 / OF ici I c=c,--c~==== =_j! ~-J! )1;i 1) ;.,v11 1 .:) ,.!L,&1.J., 21 -·-t'."'.'_ l:z.1o~ lf :; l.YJ ~.. {) ( .fl . , TOl-,05-01 D-280 cl .., ;:::; 1 2 3 4 5 6 7 8 9 8 C F G H J L 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ''RECORD DRAWINGS" THESE RECORD DRA1.VINGS HAVE BEEN PREPARED, BASED ON INFORMATION SUBMITTED CONTRACTOR. INSPECTOR. ANO CONSTRUCTION MANAGE- MENT STAFF AND THE RESULT Of FIELD"AS-BUILT'' SURVEY. WHILE THIS INFORMATION BELIEVED TO BE RELIABLE. THE "''"'"·"""' IS NOT FOR ITS ACCURACY. NOR FOR ERRORS BEEN INTO THIS UU\4Urtlil:.I 10 11 12 13 14 15 16 - 17 17 18 19 1'~ &"RECORD DRnWINGS" lll-i:!5-53 8 C d E '-'I . F J K L M A B C D E F G H J K L M N 0 1 2 STORM DRAIN ALTERNATIVE 44 1 1 2 0 >-2 <:( 0 0 <( (j) 3 4 5 6 7 8 LOWER 1o r0 DET 3 4 5 6 7 8 9 10 11 12 13 14 W\ \ t\\ ~\ \ \ \ . \ \ ~: :\ ,_.,,fJ ct -/\ \--\4 l~ ct~\ \ 'N~' ER 2\' ~ ct ~ ,,_t,c1.-"'tt~1-,1s~~"it ~~'t}, cs,. 1 1Ji RCP.81, \J.CP 0 \Nf:>--n:.R ?.f) tfJ ft d£_S\ \v 51GP..S oOr-11 , @@ z 0 >-z <( u \ ~ : \ I \ I , \ I J-~~ 0 I.[) 1 ' \ ' ' ,, \ ii ~!1H 7G2,L·NECK __ MH 7G4 L NECK __ ,, MH 7G5 L.NECK __ " 15 16 17 18 19 20 D RICH~RD T. ROBOTTA \ \ ';••.10P \Z 0 o 4 DR. 14 ( Sheet 2 OF 6 DWG. S" \ ¾ NEW MAP tt. i'\=4o' ~ California LOCATION SAND CANYON OP CH LEFT EXCHANGE 832 c.o. LG.B. ISSUE DATE APPROVALS 7-29• I R.S DWG SIZE ffi"RE(ORD DRAWINGS" IO·cS-.93 C AREA GENERAL MANAGER RELATED DWGS. WORK ORDER DWG.NO. C 9 10 11 12 13 14 15 16 17 18 FORM $09535 (5-87) A B C D C) E -, F G ~ H J K L L M ~ ~ N 0 B D E J L N 1 2 3 4 R D AWINGS" THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR. INSPECTOR AND CONSTRUCTION MANAGEMENT STAFF AND ARE NOT THE RESULT OF A FIELD" AS~BUILT" SURVEY. WHILE THIS INFORMATION IS BELIEVED TO BE \b.11..IMIJll-.l,;,,c THE ENGINEER NOT RESPONSIBLE FOR ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH HAVE SEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. -c ~ ft ~~-•-~~•~=--•-~--e-= 1 2 3 4 5 5 6 7 8 9 10 11 12 ~ !96' W-W -4" CAP 1-4" #762L O" COVE PULLBOX i I 81 I . 6 7 8 9 10 11 12 13 14 15 16 \\ II C FUTURE E N H NE 13 14 15 16 17 18 19 DET II n B of ffi"RE[DRD □RAWlNGS •• m·cS-.'.U C5IT@l CaHvornic!l 17 A B D E F G J L M \'\ .., " Y" , - :+::. (I) -. -£ """ Cl --i \/"I 61 ~ RI ~ - ~ -""' ~ r ~ I '~. y·-.,, •. i(,,,,__"'""'·""'·'""-""'"' __ , ______ _ ··-~ "1\,,..,_.,..\J, L\l:-\\;: -~_;;--- - ...J 1-- \.Jl u I'(- :C l uJ \ 0-t:o. \.l... \ ::x: 0 :... I \.:J \<) \ I- r-.l \ I ,-, ~_a__.._, ,, c-3 xBPCFBO \\ a" ~ a c--~ ,--nr" --,;;..~ ....J 1-,. " ./::- 0 "rJ °' (J) .,i... Cu LI- Q n 1-i PAC! C 324 ~hi l~h w a:. 0 0 o::i en (!_ -\J.c-u I}_ I-:::s N ~- s c; r:_.::,.':::.:-__:;::..--;-,-;:-i-C:.-?. ' 2,0 I ,__.,. ;;,-- u 0 \ i"' I I \1' "' ;;r'. :5 u ti I-ca Pt.AN Fil..E NO. CON'STl'l• $KCTC~ ,\l!'Y! oo~,~ SK£icn I »v: SHE:£'.T ' "RECORD DRAWING " THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR. INSPECTOR. AND CONSTRUCTION MANAe2:~ MENT STAFF AND ARE NOT THE RESULT OF A FIELD"ASPBUILT" SURVEY. WHILE INFORMATION 19 BELIEVED TO SE RELIABLE, THE ENGINEER NOT RESPONSISLE FOR ITS ACCURACY. NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. DATE COAST () \~) y I OF" 325 --------,--------·------,,-. -7 -------·-------;·---N -1-- , 10 N,J•'l'?J. J & REtORD DRAW IN!;S \f.l·?S·.93 ~56f 7'"/ T07 AL. FEET INST'D ____________ _ INSTALL MAIN V':!TH AT LEAST, 2, N COVER EEL OW :iD q fXi T07):_L FEET RETfRCD PERMIT lSSUC:D BY PERMIT NO. DATE MOVED DATE MOVEO DATE: OF COUNTY ORA~!GF: RETIREMENT 0!5TRICT CENT?,)\!_ REASON ___________ _ .TRACT NO----------~ AT,~s ,;c..7~ .. t. 3 YEAR C.P. INSTALLED ___________ _ c.~.7. ;:::,:J:.~:,_y YES PROTZ:CTED 1..:0 Ll C.P'CR. :!0':'.. OR O'J~:R AT 1..::ss < MAN 2C.¾ g S.'.1':'.S. y,.p-.n.:)i -bt&~ -'tl Pt..Ar•,IN(O UY 1u::v1t¼t·::. :!I O!STR. s:,::,,yR. STA!(ED STAKING REQ'O, ON JOB _____ OFF JOB ______ OPER.__,_ __ CREW FOREMAN------------------ COMPANY O I COMPANY FACILITY, so. CAL. G P.L.S. 0 V □ _ ____________ , ____ QfVISlON MO $TAKSS NE;;:Dr:D O \ 'N.O. 6 Bi~•/?/7 ORG. ___ cooe: • f cl s-Rf 61.l~ ~sAJ J \'.fl ;::r' t:i fl) ,cl ro • rt I-' \Jl ,J:;- Cl\ OJ \ I L1.) LJj ::;:: V1 w lb Cl 0 lL LlJ !..JJ tn _,J f- Vl I 1-1 I I J \ ~-I I RAWINGS" 1..11 t'D L,J > I I THESE RECORD DRAWINGS HAVE BEEN PREPARED 0BASED 0 ON • • SUBMITTEt: av THi':'. CONTRACTOR, AND<-u:•~ MANAGEMENT ANO ARE THE:• RESULT OF A FIELD" AS-BUILT•'·sURVEY. WHILE f <..Jr. 1HIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER IS NOT RES~ONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMlSSiONS WHICH MAY HAVE SEEN INCORPORATED INTO THIS COCIJMENT AS A RESULT. • hh; /Jh Sl: E I ~, \ . 1 I I I S ue ~ l \p \ (,' .'--' Do I f i • Oo i-- Lcj Lq -,... J_ tJ1 Lr.J !.J 1-- c !.u [LJ (JJ -.! !-- (,) f-f I i I I & "RECORD DRAWINCS" 1 □·25-.93 .!'r c tNS'T/~LL MAIN WtT~ AT LE.A.ST 01s1mcT. C Et\ !.~/\L CATKOCiCAt.. )• PROTECTED YES O NO 0 F!NlSHf "'COVER D~LOW. RETIREMENT REASON------------ YEAR C.P. !NSTALLED•----------- ~-<:::;. 2.: ;', ;:,;·, ;:.·::..'1. AT 1..£5S THAN 20,Y~ D -::' :.t v~• 0 0.1i':.L~. ~ J, J d l J 1P $'<'"' ':) <; -bt:& ~ ~ 11 I I l \ G FL!.DE p;._AN Flt.ENO~ I I I I '(\J I J I <) {'\j (r I-'JO \ 61',.!iE; St\e'.TC.11◄: DY: CONS.TM. So<C'fCH 'COMll'I... $o<l!.TCH lllV: _____ ~,.Y: 3: VJ tl..! l-a! ,,.,·1 c:: ·.,-I .. x .U) I ;:~ I q~-- r\ i ISHICE'.T' 2 OF U) , . .,,. . \3' ". .. ... ,,, I I_-; . . \. .. : C :·'. '";';J~J:S i--1 I ,... -~ "..0J:-.\.•-/ , 1·· ~r; ,,,. .. i'-1./~:,o ' ~~ ~ -,,; ,.., -I'"' ~ ; J"', 1--:!,.'I. 3 ,-,.: "-,,, ' •.~ -": : '.,') ' .";'; ~ _-_, ·: • ~ . . : ·•" ' 1~--,.·:: ,..:·,,,·;, cc ''':, _,., 'I ~~ _: .. , .. i-ZEF~(~~f::\~_(P j ~ • ./ "-.~ /[A/S5, '.'o''-w,' :,f ~ ·,~ l--=~r :·)~?:,:; ., j 'l 1• I. ! J. I,.~ ,,. I"' .di~ V Cf) lt.J ;::, cc 0 >- 2 <:::: u '"' -....., ..... ,, '-~.., _, -lLl I E -..... Li 1- Lf1 TOTAL FEET INSro, __________ _ TOTAL FE.ET RETIREO I PERMIT ISSUE;:;. BY ?i;'.RMlT NO. DATE MOVCD DATE MOVED DATE OF O?E"------1 PLANNC.) av I REV!EWE:0 UT ;;;:: ~-;,;. r:,ur•vi~ STAKE□• STAKING REQ'D. ON.JOB ____ _ OFF JOS _____ _ CREW FOREMAN _________________ _j COMPANY O I COMPANY FACILITY: so. CAL, !i:l P,L.S. 0 D O ~'i''("" ror•AJ-'i f\/tn,. 1~ ,._ \.J'l,\ / • DlVISION NO STAKES NEED□ 0 I W.O. (:: ~? ·!?.1 ORG. ___ CODS • JQ fi"\t!,~ J'i>AJ t:i :,:1 ..... 0\ .,.. h ..J w LL.! I- L') ::r: . ..., ! \.I-' ,.J I-· V'\ ::c ?J...AN FiLE NO. lll!A:>1!:; S.,,_la.TC:i-i BY: /);2/: SY! sv: tHECT OF' ___ - CONSTR• :>KETCH COM,-L, S~ETCl"l E. UGH I ~ I I z c: lf) /<) ',SJ I'<). , __ ·~ -~ ~ ,.:~ r.,. ----·- ~ "RECORD DRAWINGS" THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR, INSPECTOR, AND CONSTRUCTION MANAGE- MENT STAFF AND ARE NOT THE RESULT OF A FIELD"AS-BUILT" SURVEY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. r: ft,,,,D - f.(1 \ E &"RECORD DRIHflNGS'.' 10-?5·93 INSTALL MAH~ \V!7H AT L::'.:AST tl (~ fl "'COVER B~LOV.' Pl.\'. 'S;;r;:z:; COUNTY or<t,,\1"';'::. RETIREMENT R£ASQ,,, ~• ------------- TRACT NO. ___________ _ r:;0.;-1, Gt;s-:-: YE/1._H C.P, ! NSTALLE!J __________ _ .::.:,,,, fn0.JlcH:_ Y G AT t.E!:S TH.:..N :Z.0-"f~ PROTECTED YCS LJ NO 0 □ ..) ....... ✓. '17 J' 'fq JOTAL.. FEi:T !NST'Q ___________ _ G :-:., '. "'":: ::: TOTAL FEE.T R!':.:TIR!.:'.0 PEHMIT iSSUEO SY PE:H;-.tli NO. DATE. MOVED :JATE MOVED DATE OF P-:.ANN.:O 2'( I ilEYlE'.~VEO &Y fl!'"~ 1 -~'"''lit. STAKED STAKING REQ'D. ON JOB _____ _ OFF JOB ______ OPE..~---- CREW F"OR£MAN __________________ _ COMPANY D I COMPANY FACILITY: so. C?.t~, □ P.L.S, D □ c.;r:z/: r-1G c cc;rJJT~.'1/ 01v1s,0N ;'"' J 1" I NO STAKES NEEDED [j f v:.o. --- J Vi °')J ii) a, l 1 "fl"\11) '::) Cl .Jr-l) t!19 14-SA.i--:J s -1, t&S.t -'ll n •1 II i1 II Ii Ii ii 11 l ' ! 11 I ii I Ii ' ·'· ! SYf.1 1~ i-B:> Jfp IB> - DESCl'llPT!O:l rt.Ge mw=:t \11TH fiZVERSG: ttic TRU}~\t \°ilill !1EVEflSE tmc TP.U1'Ht AGC muwt -·--· .. --· - SY!.1 ~0- I ,I I 1 ti2a I ns1 17ao I ns1 TV l 01l Tl/ 1228 TV 1600 TV 21~00 Q 1000 ~ I g, I 21 IBDLT DOWN STEEL L!DI 111 ------c 1" POLY DUCT • i-112" POLY DUCT I 2" PVC . ' 8" PVC II ·1 DESCRIPTION SYM DESCRIPTION MGC TRl.r.'JK \"/IHI REVERSE a wrrn SRIDGER. il lNTEIU.'.EPIATE SYM -0 !lRiD0ER ,t -~o-AGC TRUNK \',1TH REVERSE WITH !lRiOGEft -l--DUAL OUTPUT LINE EXTENDER 0 -., v--(BALANCE!)) 391.lB -~ _ MGC TR\ltlt( \'//TRiJI.U( W'JiER ·--~i: DUAL OUTPUT LINE EXTENDER □ POAT 1-.11Dl'k PORT 2 .. :\2DS ◊ J ~,j □-' !.me TRUill~ W/TRUlll( !:!tJ(Erl -~-~ 3 WAY LINE SPUTTER BALANCED CIJTPUT (-6. !l AND IZRIDGER -. ~ 3 Y1AY LINE SPLITTER IUl. 0 . " OESCRIPT!ON SYM OESCRIPTION 2 WAY UN£ SPL.ITTER (BJ POWER SUPPLY D!RECTlONP.t. OOU?LER -tr PO\"iER ELOCi( I □ 2 WAY TAP VAULT/ PEDESTAL I 4 V!AY TAP 0 LOCl<BOX I~ --TERIMNf,TOR --6 V!AY TAP -----· U. G, CA8Lt. ROUTlNG 8 ViAV TAP ,~-=.:\T,,~-~-=~~--~~""'-=-~ """'""""=---....-• ~- "RECORD DRA\l\.llf'i!GS" THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR, INSPECTOR, AND CONSTRUCTION MANAGE- MENT STAFF AND ARE NOT THE RESULT OF A FIELD"AS-BUILT" SURVEY. WHILE THIS INFORM.ATION IS BELIEVED TO BE RELIABLE, THE ENGINEER IS NOT RESPONSIBLE FOR lTS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. RICHARD T. ROBOTTA R.C.E. ,,DATE ' CAELE DESCRIPTION I TOTALS l REVIS:ONS -,750 CA!lLE HOUSE COIJNT '11i\ RttORD DRAV'l!NGS . TRUtl:t CA!H .. E .500 CABI .. E I DISTRl!lUTION CABLE I - .412 CABLE TOTAL CABLE SEARING I . TOTAL UNDERGROUND .. i SCALE1 ' " 40' ' -i ~ --~~-----· ...c,..~=. ~-=,-=,,=,_,.._.2 ·==::-. . --~--~~e: ---~--=-- DATE m-f5·3:l --.. ~--.. & ' -:t-1z-1sH ~T~u:~~ C01Vi1V1Uf\!ITY CABL_EVISION co. C.AJ~\l DISl~RlBlJTI01,! SYSTEbv1 LOCATION SAND Cf.:\NYON AVE. ' N/0 ?ACIFC COAST HWY. I -~ .. . .........._,_ __ ~ -·--·--·-· -·· ---- ~n U\lJ Ci" ~7't~I, (.:~, I ~1"/"'1 u) • ' !'1 f --._\ ":-x' LJ) uHa rs u t e N G DR. ll, (15886) She.et 1 OF 2 yl, ~~-t SC) -I·· I 1-us ~q I ~ OF ~ I I ' I! 'I ' I I I I' ' V . I I' .• I Ii i 1-..J I", : ~: - j_ -·--.. _._ __ ~---·--Ve. a 4 ~-! Sftfi~) "" V) ' ' . SYM DESC!11PTION SYM ~ -Bc>-1 MGC TRUNII ' WlTH REVERpE %Pr,.. '-' ' l ri-Br>-1 AGC TRUNI< ft1>0-wrrn REVERSE I ,! fl>-MGC -8> TRUNK I B>1 AGC -{?Ser TRUNK , .. =--·----··---·~ . ' \ DESCRIPTION MGC TRUNK WlTH REVERSE WITH BRlDGER. AGC TRUNK WITH REVERSE W!Hl BRIDGER. l'i·{GC TRUNK Vi/TRUNK MAl(ER MGC TRUNI< W/1RUNK MAl¾ER AND 8RlllGEfl " lN 0 4" SYM □ n 1'--I-·-• > -- ,-~~ -~ --0:f-" -., ~----- SAND CAl'JYON DESCRIPT!ON SYM DESCRIPTION SYM DESCRIPTION -a 2 WAY LINE SPUTTER @ POWER SUPPLY INTERMEDIATE BRIDGER -e: DIRECTlONI\L COOPLER !--ti-POWER ElLOCI\ -~-- 0 DUAL OUTPUT LIN!: EXTENDER 2 WAY TAP □ VAULT/ PEDESTAL {BALANCED] 39DB □ DUAL OUTPUT L!NE EXTENDER 4 WAY TAP □ LOCKBOX PORT I· 4108$· PORT 2 • 3208 ◊ _ ........... ;: TERMINATOR 3 WAY UNE PUTTER 6 WAY TAP BALANCED O\.ITPIJT (·Ed) --~--~~ IJ. G. CABLE ROUTING 3 WAY LINE SPLITTER U.B. 0 8 WAY TAP . ·---~--· " ,, " AVE. "RECORD DRA\fJINGS" THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR, INSPECTOR, AND CONSTRUCTION MANAGE- MENT STAFF AND ARE NOT THE RESULT OF A FIELD"AS-BUILT" SURVEY. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE ENGINEER IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. RICH.ARD T. ROBOTTA R.C.E. DATE ·•. ' C ''"~. ~.-v,,",_ CABLE DESCRIPTION I TOTALS -.750 CABl.t DUCT REVISlONS PLAN l HOUSE C()IJNT 'Ii\ "RE.C□RD DRAWIN~S" • I TRUNK CABLE .5 00 CJ\EILE DISTRl!lllTION CABLE .~12 C,\BLE TOTAL CABLE BEARING TOTAL UNDER.GROUND ' SCALE: I " 40' I , ~ --- . ,,. F"'--·-" / i ' ' c· DATE ,, Ii f' I ' COMiVlUN!TY I 9 /' 91 I l□li!S/93 1420 Ut5) 1730 (118) TV 104 TV 1228 TV !600 TV 2400 Q 1000 2' x 3' x 2' ( BOLT D0\/VN STEEL LID) I" POLY DUCT l-1/2" POLY DUCT 2" PVC 3" PVC .&-:t-12.-c:,:2. CA.BI_EVISION ~TEl-,i~ ~~\ Of" DR, 14 (15886) Sheet 2 O;T 2 ~a.\(\ (., "ii; ~() I CO. (4 /' Yti I I u I I ' '3c...+~ I I 49 N'1 , • C.A.T.\/. DISTRIBUTION SYSTEM 'fl.ofg_ ,.,,. I ' ' LOCAT!ONSAND CANYON I '1 ! AVE E><TEf\lSION I Ji I I ! STA 30+00 TO STA 36+50 _,,J .,.., ---~=--""-"'· ~--=-· -.. ~-" d .., V) f' :;- ? $ -. ---..!. I' it ~ {." s. " .... ::,