Loading...
2003-424 CS (Plans) A hC0MV4F_Cc To , e y%Vr• INLET ,�. DECLARATION OF RESPONS113tE CHARGE / �` I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THiS SHOWN ON THESE PLANS WITHIN EXISTING CiTY RIGHT OF WAY WITHIN PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE 13ACK W AIF Q- �� 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE -To �,� tN Z4 xZ� ► PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL. WORKING DAY BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER CONSISTENT WiTH CURRENT STANDARDS. COtOG • 130)( r-05 L- WORK ASSOCIATED WITH THiS PROJECT OR UNDER MY CONTROL - •— 6 AGGE TO IT SPECIFICATIONS UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW OWNER: ONLY, AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY DIANNE M. PONS - SUCCESSOR TRUSTEE OF THE LEMAK TRUST RESPONSIBILITY FOR THE PROJECT DESIGN. PHONE #: 703 -403 - 4378 ADDRESS: 737 EDELWEISS LANE, ENCINITAS, CA 92024 ROBERT 0. SUKUP AP.N. 264 46 4322 SEA BRIGHT PLACE CARLSBAD, CA 92008 760 - 720 - 0098 to — RO ERT O. SUKUP R.C.L. 28302 EX DATE ep _apt 0. �q TE v DQC. Cob ba ��. APN SO) PM � Z h .5 � _ 0 -Tot � e Uwe" A P Ror - ILG ' Z ALMOS i DEN TI CAL ; f Go. �� s`' 5� 57 w cn s .5� 141w- U P • t°� , � � pvC c� . 7G J cp pcaL�E ► �j Wi IZ"KOCK _ h1 N4� SCAUS - 1 • 1 0 PIPE: Fox es y h _ O D A81LI Ty 8100 r = 16 H qt00 56- - 1 ^� - 16+93.10 $M tl - - \ 1 --- _ 58.9 , '�a .47 b�- _ _ - APN Z NV. , L L 4%0 A SEWER X01 41 ' AtR EgSF - q ` �C. • All work shall be done in accordance with the Standard Specifications for Public f � ; DON Works Construction, latest Edition, the San Diego Standard Special Provisions to C►N e 2 00 �T 96oj = � •� O +3 �" the Standard Specifications for Public Works Construction, adopted by the San - - _ - _ U 3 - 2 �O - _ , r , T G pw Diego Regional Standards Committee and the following Special Provisions. �A - - - _ /,� - e Z zz , , ' / , r , / / 3EWE r `wQ r of 1. Trench width shall be per SDRSD No. S-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. (b) T.C.P. and A.B.S. truss pipe bedding from bottom of pipe to six (6) inches R C�I• 1 _ �,-� - _ y - _ _ ` i� / `� V o a sdnisram above the pipe shall be sand M� ? _ �� ng granular material having a sand equivalent of 30 or better. A PN , gravel, crushed aggregate, native _ ' tree - drains +V 268 f � 1 ' ► r 1 ! ` 7 / _ S 8 (c) P.T.C. and `A. B. S. solid wall pipe bedding from bottom of pipe to six (6) IL � O � , _ _ _ -- - _ -• _ � _ ` ` _ _ = _ .� � � Inches minimum above the gips shall be 3/4 inch crushed rock. A.B.S. solid tU _ � - _ � � wall pipe may be used only where pipe invert grades are 1% or greater. �� � - _ _ i ` _ _ - - - - - � �� / I � � � e ` r _ 1 �t C� 3. After completion of pipe laying, All m =in line severs, sewer service laterals ---• _ - _ - _ _ _ ,°�` � sad structures shall be tested in the presence of the Engineer. Air Pressure -' Z�O � I �`_ - � % : EL . Teat shall be used unless otherwise directed by the Engineer. � - - - - 4. Th construction of P.C. C. se w er manhole per SD No. 1T . 1. Poured in place CONCa�•'�'• 1 '' {_ - CAMI� manhole bases shall be a Monolithic pour finished polete at time of pour. ;� Precast manhole bases are acceptable for use with 8 -inch collector ssLe : ms wt. Gulms inspector's approval. S" FIU, 3'' � LVA U 5. The constructior of 4 - inch sewer lateral per SDRSD No's 6 - 13 and S - 14. Laterals shall not discharge directly into manhole. . " q ►a FiiOM �cht I8 Mtr� o t 2 3 J� _ V ICI i�1 hC�1 1At� i 6. The construction of concrete anchor walls per SDRSD No. 9-10.1, Type A. ENd 2 ^� Tv�t At- , I,` d' ' r i 9 N 0 �C.A V � a Z. All mains and laterals shell be constructed with 42 -inch minimum cover. , ' ~ 6. The final location and elevation of sewer and water laterals shall be shown on � � 'Z 3tItZ` V . criginal plans, prior to acceptance of hark. CON STR U CTIO�1 1T M 7 ss �4�' s M � R i g. All design chances of newer mains shall be approved by the District Engineer in ACiNO� �� ZrJ 1H� (Z writing prior to acceptance for public use. N 0 OESGQ\ P'T10N ST 0 OUJG SYM Sol, GkLWTTITY 10. Fill areas must be compacted to 901 prior to pips installation. Z E� � N CONN t:CC TO ST X� I i o 11. The contractor shall notify the District's Inspection Department 48 hours in u n E. er � i°. © I N sTAu. q SDR 35 /I Z GQIrtEL S d Iz50 �3 � 14 �3 � t.... F � ad-rance of beginning work_to arrange for inspection of projects � 1 O IZ. Contractor shall obtain a permit from the County Department of Public Works i4I RAF I �� I N STAU- 4'' C t_tAN OU_r E for 3tSY excavation within existing County Rights -of -Way. FA 'BQ%G W STS 8 STEEL SLRW4S Z O LT � ��R W YAt�YE M 13. As Built" drawings b" 1►J ST ALL IW -KWATE �L I E A P 1 76y must be submitted prior to final acceptance of the work. 6 Q i � � e 14. The contractor shsll and hereby does *tiarantee all work for a period of one � E: R�PI. G� AS-- 9 s.1+. tTV P) T 4k seA T3 ;Z005 C z year after the date of acceptance of the work by the owner and shall repair on ` r ,; a ^ O so 1 0- STAL., 2W )(Z4 X '3 D6f CC<. I q 3ZZ SEA V�`�i, 1 replace any or all such work, together With any other work which may be dis- placed in so doing, that may prove defective in workmanship and /or materials Mb� I N STALL CONG• AS DETAIL- ftm 11 �1��.rJ�AQ, C� U) within the one year period from date of acceptance without expense whatsoever to the owner, ordinary wear and tear, unusual abuse or neglect excepted. ® RE SuR�'A pEa. cl ST N D S ® O 5•'F - 7 (60 - '? Z ) - 00 ° J g3 Or Z • 14. Contractor shall furnish and install, per specifications, the SECT 10N A -fit 3. pp ropriate buried utility warnirfg and identification tape wy W � w INSTAt�- �R6i� 5�A 10 ��bd 'rl -� fi1, --- � 5 M � RO�wV 0• SV Y, Z W z c n 3i above all public sewer lines, including sever laterals, � 3�Z EXr �' 106 located in public Right -of -way. 59. 1 RG� ZD T " 1 Ur Q O REVISIONS APPROVED DATE REFERENCES DATE BENCH kMW SCALE SPECIAL D6ST OCT ^ G AP PROVALS CITY 01- .�NCIN1 PUBLI WORKS DEPARTMENT DRAWING NO. Ld Q LL IN • e-1.EV1 OF 55 .25 OF 1 PLANS PREPARED UNDER SUPERVISION OF RECOMMEND APPROVE PR1v A7e SeWP R- LATSQALS sSWEl2 MAN @ 1 BY: BY; F OR. STATIOM 30-t Zb g 1 SN Owt A HORIZONTAL _.10 DATE . S� 2 R.C.E. NO.: n /v3 PAP -Cel, S �L t 3 OF VM �8ZO) C _ VERTICAL ____. 0 h T l:: DATE: ` f;1�Gi1�f:ER A lab EXQ. _ R•GE. R.c.! s23 /Z • fK Ft�c . % r r 1, A­, N.�, SHEET OF i t