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1991-1134 R (Plans) #w 29 n DoEEt _ DOcLAw of RESroNSIELE awlsE INIFINDVENES/ES CONSIST OF 77R FOLLOWING WORK TO I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, BU DONE ACCORDING TO THESE PLANS, THE CURRENT THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE CITY OF DWINITAS ENGINEERING DEPARTMENT PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND STANDARDS AND SPECIFICATIONS AND STANDARD PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT REFERENCE DRAWINGS. STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW Q�I�A/T /TY /TEAT dTD. a1'1i. i1//� ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN /7, 500 S.F. A. C. MkT AWr L S FMi.4btFEAJNIi -- � L. F. /Q /to K*Vw o %94. .0 1N ar, s7�F /io /5 7 �JBO' L.f. S are 4 AVI A T7Eif 6-2 CMWfff 91101 7 t 1540 L.f e" 40w sEw ER S q L 7 V. S hIMIF/► A66K4VCE s' -/ — s --0— BY : DATE: 6 /0 EA. .S / L47r o iw .S- /.f —� Y� EA. p r S&WIF 1 CO. C RCE NO.: 39726 EXP. DATE: 12 -3f -93 ` w *44 D ? L. Jr. 8 " Alec Wi T&t W r cA L \1 I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS AS SHOWN ON THIS PLAN SATI ES THE REQUIREMENTS AS STATED IN THE FINAL NOTICE OF APPROVA FCIR TPM E9-292 AND THE STANDARDS FOR PRIVATE STREETS. DOUGLAS E. LZ, R.C.E. 39726 DATE EXP. DATE 12 -31 -93 R4u2//O �i5rq I REVIEWED FOR CONFORMANCE WITH PRIVATE STREETS STANDARDS: cA� /O" ` CAtLE SAWN r ` - P.C.C. L'UrYA'� CUT7EF�B?) 1 t ..- III III / CA MAW BY: 7 - qS l � k t y�� `� 1Xr ✓ CITY ENGINEER, R.C.E. DATE p Et �1�� >. ..•:.....••:....: • :.:....,... �?� lyms c e "s .LC. S7ilUl'TU/yAL SECT /ON. I . e14 "A.B. CL.lI Af /N. F /Z A,y,4 A' TYP/Cr/L S'EC7 /AV- CALLS RANCf/O V1sTA SPECIFICATIONS AND OR STANDARD DRAWINGS Pra NO SCALE (aFF .S/7r) s TA. /*0V TO / t 43 RT. . LMNQ ST A. /o00 7V Io a7 LT. CdKf7MX7101 OrPW AMgENM W4 aAZ SOO _w d r w COWaTRr/MM ar OAM IMIX ASSE&WY _ . d' d K p I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON .� AFf�IlE � R/K THESE PLANS WITHIN I. - EXISTING CITY RIGHT -OF -MAY WITHIN 60 DAYS 00 O.D. CAA►.�11CTI AffEAy AFTER ISSUANCE 0/ THE OOK92SUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, C0A17l1/C7WOrA6AAWL AAFM"SEASSIS40Ly IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS J�OJECT UNDER MY CONTROL. V /C /IV /TI' MAP 40 R9 /SATE N04o /UT /L /TyESMT C�VS7�R�Cngy a�,t�EG'E�t• — -►-- V NO d1CALF COMTA M74V Or CAPASSEAMY' --� LnvmER: DATE: (-at ( © cows r/w or 01111117w sErtV1CYe Q w New a pt�j- 4' 4' 1 4f / Z' 0 411 4' 1 4' CVAWrRUCAIOIV OF B OWr- OFFAMAhWY --� - -- ADDRESS: G816 L lM WAGA► COUSZ'T % / /a / 1 C17AWnWC`7XW ar PO4PIO .rfU/Yl',iE WE N' /FLAAW M i.W � �' C) AssESSaR' PARCEL No.: 464 -1 = fit `-g (03- 71 �f Ilk ll ' 2T, f 2 Z I COAD'7ftCrIM ar ALL Amon SEE — �4 z W 3-� -�4- 290 z W ZL owm6R: I �` GOwrAlIACMIN Or ALL P/O OFM f co vsrRUCT COA97R(, VCN O° WAXER 54MU PPAtr 41 �Rt _..1 kt ALMA ✓W�tNI 9OU k5 E. 1 00&4 PA4 1 4. C. BERMS PER A q // /i' ADDRESS: 7964 A/CJOd/S D/( 3TE. E SAwO /EGO, CA 92/26 �•Ge• 3q1� _ sro.oweG- 5(rrPE1r) ' 5E s �E T � L LNO E9+w2 E /Z. © P� 'PUSH -ON ME4� /CAL .771 /NT CL. ffM /N. 0IYAW1,AEMf /TEE LEGAL DESCR /P776PN: S/TE LAC4rION: 7MICAL SECT/ON- CALL E RAAICRO V/5TA z 0 ,#W) t A OASW AXAMS 1-4 of P.A. 11411 /IW"V5 ST 0W 7rAWIF hV7L9rJ*T7,WAY STi1. 3tiB 7V 7t6'Ot ~7F) Z SO /of lilt. awr R" -2S-A/ AF' Cr64"W A& AN4CM7 ♦ CALLS * N07F P11Y6ME7NT iY /077Y 71L9.V.sYTiCWS' (OFF- SY7f') ! CA�EGf'iI0 .9200Y 9 APN Zi'4 - /.SZ AlWe4 M /N AG /NENAWN. � F/lN 3i' 7V 24' B TA. /t43 7b 2t97RT. Q CID - !f/ TM. B!- 297 a5-71A AfAww amIN & EX/JT. A•IRRM#AE dF 7VWIA4f/.S of SM. /f f7 70 2f90 LT. NI CAMhW Aft A"CCAV. K9CM�EVELOPMENT / "�2~ fI' / W 0--, 7964 •4,trnws GWP... Sts. E Q z ..� '..LINO /f00, C. 9t /tG � z N � I G /9- ash -zone OUVEIIJHAIN MLOACIPAL VATER DISTRICT OLIVENHAI N MW D � / - VMM VYORKS APPRO AL EA PROVA� r- z Approved by:8OYIX ENGINEERM CORPORATION ll ' w cn N h s /AL A.C. D/ A/L , 15325 z w 2 NO SCALE 15�L S im U � o I D ATE: ' REVISIONS APPROVED REFERENCES DATE SCALE Z DATE M�CAAL- D�'TRCT A�II�VA� CITY 01� If WTA8 PUBLIC WORKS DEPARTMENT DRAWING N 0. W Q CL UNS /� All PC l0 -A4 /0 -Z3 C// /9..fla. TOP NLIw[ MRKD H• /S71�EL q' gr3T.e1C7 PL S REP ED UNDER SUPERVISION OF KC D APPR D / � S -PV T. RO. -'S T.M. /!-Z!7 M Meer JW COO T /N EL G6Alblf9 �,_�, �� � BY: my: 9 34,w AEL " 0 I iff'F AJ9 t3 /Y/b MORI20NTAL 'w � � � R 17E /t.M4 �3s.� RsF RO r i>y' S/O EL cry / .KO LEL �P�°b1iEIO�Y'` / A CHl/ /E/y Z �7Z�S ~ !' AVR71F Ir OC -0073 7 -dU /L M EL. _ //9.47i U.S.C. f 6. V ERTICAL N 14 ,.� R.C.E. NO.: S�( 7 - .� ^ / Cs. �4T�. �' Afton .IS E LIM6N EXP. / - /- / DATE L14TE WORK PROJECT NO. SHEET / OF' , l I GE NERAL NOTES SEWE NOTES OLIVENHAIN MUNICIPAL WATER DISTRICT NOTES 1. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS PUBLIC "ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE WORKS FOR ANY WORK WITHIN THE STREET RIGHT OF WAY. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, THE DECEMBER, 1987 STANDARDS OF THE OLIVENHAIN MUNICIPAL WATER SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD DISTRICT. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, ADOPTED BY THE SAN SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. ENCINITAS STANDARDS AND AS APPROVED BY THE CITY ENGINEER. DIEGO REGIONAL STANDARDS COMMITTEE AND THE FOLLOWING SPECIAL PROVISIONS." 2. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT INSPECTOR. INSPECTOR'S SCHEDULING MUST BE 24 - 48 HOURS IN CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT ADVANCE OF WORK. BOUNDARY. 1. TRENCH WIDTH SHALL BE PER SDRSD NO. S -4 UNLESS OTHERWISE NOTED. 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTER LINE SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO 2. PIPE AND BEDDING CONDITIONS. FINISH GRADE OF STREET. CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4 INCH CRUSHED ROCK ,B ENEATH THE PIPE. 4. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES J TWELVE (/2) BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 3/4 -INCH HIGH SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE (B) V.C.P. AND Y.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE TO NCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. GRAVEL, CRUSHED AGGREGATE, NATIVE FREE - DRAINING GRANULAR HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. 5. MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS AND MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND TWELVE ( /Z) BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. (C) P.V. AND A.B.S SOLID WALL PIPE BEDDING FROM BOTTOM OF FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR PIPE TO Gi-ff -(fir) INCHES MINIMUM ABOVE THE PIPE SHALL BE BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS. 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO 3/4 INCH CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER. 6. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES 3. AFTER COMPLETION OF PIPE LAYING llkL MAIN LINE SEWERS, SEWER EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION PRESENCE OF THE ENGINEER. AIR PRESSURE TEST SHALL BE ANY SHUTDOWN. OF EXISTING FACILITIES. USED UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 7. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR 7. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD NO. 17. HIGH- LINING TEMPORARY SERVICES, ETC., PRIOR TO SHUTDOWNS. TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT POURED IN PLACE MANHOLE BASES SHALL BE MONOLITHIC POUR THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FINISHED COMPLETE AT TIME OF POUR. PRECAST MANHOLE BASES ARE 8. LINE VALVES, WHERE REQUIRED, AT STREET INTERSECTIONS SHALL BE CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH LOCATED ON THE PROLONGATION OF STREET RIGHT -OF -WAY WHENEVER PRIOR TO ANY EXCAVATION. FOR VERIFICATION AND LOCATION OF INSPECTOR'S APPROVAL. POSSIBLE. UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: 5. THE CONSTRUCTION OF 4 -INCH SEWER LATERAL PER SDRSD NO'S S -13 9. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT, A. SEWERS - .444 -5079 CARD /FF S"W /TAT /&Y O /STR /CT AND S -14. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE MANHOLE. DISTRICT. B. GAS & ELECTRIC - (800) 422 -4133 S.D.G.& E. 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO. S -10, 10. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH "OSHA ". C. WATER - 759 a Al. W.D. TYPE A. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, D. TELEPHONE - (800) 422 -4133 PACIFIC BELL SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH � E. CABLE TV - (800) 422 -4133 DAN /ELS CABLEY /S /ON MINIMUM COVER. 11. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS 8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT SHALL BE SHOWN ON ORIGINAL PLANS, PRIOR TO ACCEPTANCE, OF SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS, OR UTILITIES WITHIN 10 -FEET OF PROPOSED WATER THE ABOVE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED WORK. IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS, IF NEEDED. MAINS, SHALL BE SHOWN ON IMPROVEMENT PLANS. 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE 12. ALL WATER SERVICES FOR IRRIGATION AND COMMERCIAL OR 9. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC ' ON THE "AS BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE INDUSTRIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN USE. PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. EASEMENTS DEDICATED TO THE CITY OF ENCINITAS. 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE 13. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH 10. PAVING SHALL NOT BE PERMITTED UNTIL EXISTING POWER POLES ARE INSTALLATION. THE PROCEDURES IN THE STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR RELOCATED OUTSIDE THE AREAS TO BE PAVED. 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS' INSPECTION TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE BUTTERFLY VALVES SHALL BE DRIP -TIGHT AT 200 PSI MINIMUM. I/. THE CONTRACTOR X11,444 REGr//EST FROM THE C/TY EN6/NEEiP OFF /CE A FOR INSPECTION OF PROJECT. PRECQ4!S'MV712ON MEET /116 AND ✓^WALL PROY/LLF AT LEAST 4B HOURS OF 14. CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN NOT /CE 1WR fVCM A MEET /MS 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY DEPARTMENT OF DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF PUBLIC WORKS FOR ANY EXCAVATION WITHIN EXISTING PUBLIC VALVES. /Z. THE STRGCMf, ,4L ShtWoOV SHO/VN /97hFM1A SECT/ONREePU/REO. THE RIGHTS -OF -WAY. FINAL STRUCTURAL SECT /ON `Y /LL BE9.4r'ED ON "R "YALUETE.STS PERFtdRMEO 15. THE SUBMISSION AND APPROVAL OF ALL SUBMITTALS AS REQUIRED BY ATLOGAT /ONf A.°OR}7AIFO BY THEC/TY EN6/NEER. 13. "AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL THE STANDARD SPECIFICATIONS IS TO BE ACCOMPLISHED PRIOR TO THE CONTQACTOR ,SHA7LL NOT /FY THE �'ANO /66 GAS t�L6CT,?!C ACCEPTANCE OF THE WORK. THE PRE- CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. /.� (4v, P,P /OAP TO fMAIT /116 IVORAI 4 1698 Co"MVY F CIz /T /6S gAv0 14. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A A (6 . Aa DEFLECT /0115 (l/CJ4 /zONT4G .4//0 /iERT/G4L) X 6E A�740E ey U.SE Glc .SHALL C1 OWYA /9TE f/ /.f WORK W 17W CbMFVNY ,Q6P,Z6,jENT,4T /VE9 : PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK TO/A/T COUP4 hv65 K//Tf/ 4 W /.NUs GL /O,(/ PER COUPL/.UG r.2° N07 /CE , BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH 1 7 NO 955.0 1416 ICURl Or , _cW4ZL BE PERM /TTEO. JQLL ELEGT2 /CAL AND CiA9 B &QVICES K/ /TN /N WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN TN /3 P2o�/ECT 4e & /ivJ74LLAT /O/!3 SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR /7, ggCTER /OLOG /C TEST 51/ALL BE /A/ ACCCWa4A/CE W /TN T11E 6rAVa4Ro a A00 ZCC4710Nl OF 6WCT,e /CAL CABLL&6 ANQ (�q$ MATERIALS WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE 5PEC 1F1C4710AI5 EXCEPT 45 FOLLON/S A/R/116 4110 4 e&,7 THE 5',411 WITHOUT EXPENSE WHATSOEVER TO THE OWNER, ORDINARY WEAR AND (6 COLLECT 7WE 7WO _%WP6E5 24 //OURS 4PART 4A/O /NCLUOE D /EGo Gas f EG6cmlc Cayyp/Vy TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. COG /FORM .0410 WPC. 4cieEPI/gVE : P32- 42 2 15. THE CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, (b) 7 0X/F0RM S.4MPLE RESULTS MUST BE AIE64TIVE 4A1,0 4LL /¢. 71-le Co%r/egC7OQ .59411. NOTICY THE PI�C /F /C TEL6P<10N6 COMPONY THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION /JETEROTRLI�,�/1C .�.4TE COUA/TS ,( BE 6E5S 7,4/" �' C040,V /E5 ci Pe/O To STAr4x2T /116 Wq¢K NEAR CG, P4 ' 5 /T/69 AA/O fiC W At Y /1147& TAPE ABOVE ALL PUBLIC SEWER LINES INCLUDING SEWER LATERALS cUR M1LG /LITER PR /OR TO PG4CIA1 711E P /PEG /4/E OR 4�PURT AWI R 710 0rI CON Oel< IV" 6r 6% V 0WAl . LOCATED IN PUBLIC RIGHT-OF-WAY. 6NAA/CE5 INTO _ ICE. /F,4A1Y OF 77 L4BOR4TORY RESULTS -4 NOT 547/5F4C7neY. QEPE4T T,UE L3'S1A1,c PROCESS, comalCT ADOIT /ON.4L /A/✓ESTIGAT /OA/ INTO TA/E C461667 OF C&W74M1N.4T1ON, N07 /CE ; RLG TEGEPHoN6 ,fEeV /CE9 W ?MW Ty /S PROJECT l REQUIRED /OR 70 /ON SYSTEM GPERM /T5 ARE ANO REPEAT T.UE CYCLE TEST UNT /L ALL 54MP6E5 ARE 4BSEA/T BG>t/NDARY 426 "L/NDE,PGRCY/ND /NITALGAT /gtis :' FOR OF C061FOgM5. GOCgT /ON Or C9BL63 AND APPU2TEIVANC6S 4 T r//E PAGE /C TELEPHONE COA0 cl 7rZEPHoNE : P93- 039.5 /5. A ?LL T6GEV /9 /ON "RVICE9 iV /TH //V 7111.' 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PL' 90-44 /d - eg- 911 Sq. 70, APAW MAM PLA PREP ED UNDER SUPERVISION OF RECOMMEN ED APPR SEWER /MPl`+'Of�EMENT PLANS FOR JI ` (1, T..N. 99-e97 FN P0fr SW COW 1N7 Q CAM /NO DEG /VOA'TE� �YSFRO. 23' W/o HORIZONTAL /' =40' DATE - � BY: BY ��� 514 Az �wM„vO 4941 T M 8.9-2.97 NOW7E OC• 007.1 „ R.C.E. NO.: 39726 q C /TY 6 /NEE EL. 1/9.¢76 U•$.C.f`6.,$. VERTICAL / `/ EN NEER 7 f' 7 7- O04 E. 406.9N EXP. .12-91-.97, DATE 0.47E WORK PROJECT NO. SHEET 4 OF 4