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2003-7751 I (Plans)CONN'rCT 70 y, EXIST. INLET GsP_PvkC 74*_ AAGK WASStt- ,V� T(3 Tb�� 114 24 xZ4 COtJc 13GX r-op- pAeOr55 'TO IT ° AP PANEL PM r IV (0 e ` (A to3 - 6z, --- 611- %o S_ LQx� 4 F�a.0 ArIC (150- 6) v� V SEWER NOTES "All work shall be done in accordance with the Standard Specifications for Public Works Construction, latest Edition, the San Diego Standard Special provisions to the Standard Specifications for Public Works Construction, adopted by the San Diego Regional Standards Committee and the following Special Provisions." —x_„ �_. .._ 1. Trench width shall be per SDRSD No. 5-4.1 unless otherwise noted. 2. Pipe and Bedding Conditions. (a) All pipe shall have 4" minimum of 3/4 inch crushed rock beneath the pipe. n (b) V.C.P. and A.B,S, truss pipe bedding from bottom of pipe to six (6)' inches C� - minimum above the pipe shall be sand, gravel, crushed aggregate, native �(�yA' free- draining granular material having a sand equivalent of 30 or better. '1P''�t r��9 (c) P.V.C. and`A.B.S. solid wall pipe bedding from bottom of pipe to six (6) inches minimum above the pipe shall be 3/4 inch crushed rock. A.B.S. solid wall pipe may be used only where pipe invert grades are 1% or greater. ll 3. After completion of pipe laying, all main line sewers, sewer service laterals \� - and structures shall be tested in the presence of the Engineer. Air Pressure qa , Test shall be used unless otherwise directed by the Engineer. 2000 TT 4, The construction of P.C.C. sewer manhole per SDRSD No. 17.1. Poured in place manhole bases shall be a monolithic pour finished complete at time of pour.iSSL6EV� WI Precast manhole bases are acceptable for use with 8 -inch collector w u'•1':O.�s S1,UR??`( inspector's approval. 11 $Ar•.)'G 1= 11.1.- 3 i 5. The constructior of 4 -inch sewer lateral per SDRSD No's 5 -13 and S -14, Laterals II, A Res a shall not discharge directly into manhole. a q I1J raor� eActt .#'q 6. The construction of concrete anchor walls per SDRSD No. S -10.1, "'ype A, LA10- 2 �AR5 7. All mains and laterals shall be constructed with 42 -inch minimum cover. 70-� AL, e ' 8. The final location and elevation of sewer and water laterals shall be shown on i �� r original plans, prior to acceptance of work. 51af,--(.. SL�EVG 9. All design changes of sewer mains shall be approved by the District Engineer in _ aN('}\�� writing prior to acceptance for public use. I 10. Fill areas must be compacted to 90 %s prior to pipe installation. 11. The contractor shall notify the District's Inspection Department 48 hours in advance of beginning work.to arrange for inspection of projects. 12. Contractor shall obtain a permit from the County Department of Public Works GIZM MIR0I for L y excavation'within existing County Rights -of -Way. FAP�R \C- to ,� 13. "As Built" drawings must be submitted prior to final acceptance of the work. � ` 4 "� MEP AL, 11 14. The contractor shall and hereby does guarantee all work for a t� P� period re one n ,a year after the date of acceptance of the work by the owner and shall repair on replace any or all such work, together with any other work which may be dis- -y a '@ laced in so doing, that may $ e tYtliJ p y prove defective in workmanship and /or materials within the one year period from date of acceptance without expense whatsoever to the owner, ordinary wear and tear, unusual abuse or neglect excepted. T` j� (� 15. Contractor shall furnish and install, per - specifications, the SEG ` }4N /"'-A appropriate buried utility warning and identification tape p above all public sewer lines, including sewer laterals, �$ C�1, FROM S�tt(? ���n located in public Right -of -way. 1 REVISION 3�P4 1C1`v' D Iii T E RrFER � 'a � � a � � e. -3,4 kAAN I N� • l�.l,•E�1 0� S � .2 S O � S—S\N�HR. MANHZLe � n I s,'A.vat� 3p t�6, q 1 stitlulN HORIZONTAL 10 H GP -SO'N 1 HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN EXISTING CITY RIGHT OF WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER .WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. OWNER: �JG U �� ✓c �y DIANNE M. PONS - SUCCESSOR TRUSTEE OF THE LEMAK TRUST PHONE #: 703 - 403 - 4378 ADDRESS: 737 EDELWEISS LANE, ENCINITAS, CA. 92024 A.P.N. 2641- 171 - 46 DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. / I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND —64 SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY, AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITY FOR THE PROJECT DESIGN. ROBERT 0. SUKUP R' ___j- -.- -._ ... -_ _ _ _ . _ 63 4322 SEA BRIGHT PLACE I CARLSBAD, CA 92008 760 - 720 - 0098 Q(Ji/Uj 0, 3131106 2 1003 / ROBERT 0. SUKUP R.C.L. 28302 EX P DATE j 0. _. .... 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XZd "X 3' Dc4 P cONC. � X I EA INSTAI -\- CoUc. A4cNo25 DETAIL. tAeR)_o -1 2E5UQTFAC5 WL ciT�l S'S N b s ® 90 S F• PLANS PREPARED UNDER SUPERVISION OF R E C 0 &4 M E'N 0E. L) AP PR OVE, `' 30 ZI t{I SM 55,Z51NY. ap�ct't ' -% _ 57 .5� HIKE UP ey n NkcwIvy MAP N0 %CALe 'R T Oe SEA 13ZG"I COMPANY 4q3Z2, sSA ZZ \Q,"- ' rLACS ! �A7\.,s zAE), Ct�A ° Zoo5 . 3.51 5Mti 7"0T%--,;X70 tsu�'Uf r. 5480 1NV RCl? 2O3aZr GXP x131 JOG €'I_IBL ?0 VtTCDR17 DEPP R T N ENT DRAWING f Fog PARGEIsS 2 �3 OF NNI 19120 SH171:7T or 0 W i.1J z Cr- W Q Ll? (r) LI,J Ld LL1 Z cr- z (5 0 o.: LIJ < C.-