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1993-164 ES (Plans) 13. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL NCINI AS SANI ARY DISTRICT WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS CONSTRUC"floN PLANS FOR WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT. 14 . CONTRACTOR SHALL FURNISH AND INSTALL THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE EEMAN DRIVE SEWER IMPROVEMENT DISTRICT ALL PUBLIC SEWER LINES, INCLUDING SEWER LATERALS, LOCATED 92 IN PUBLIC RIGHT -OF -WAY. 15. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES, OR STRUCTURES SHOWN ON PLANS ARE OBTAINED OF THE AVAILABLE RECORDS. APPROVAL OF THE PLANS BY THE ENCINITAS SANITARY DISTRICT DOES NOT CONSTITUTE A • REPRESENTATION AS TO THE ACCURACY OR THE COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR THE NONEXISTENCE OF ANY UNDERGROUND UTILITY. PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE SHEET 3 GENERAL NOTES ALL DUE PRECAUTIONARY MEANS TO PROTECT UTILITY LINES. ALL WORK SHALL BE DONE iN ACCORDANCE WiTH THE STANDARD 16. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE E N C I N I T A S SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LA TEST SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN S EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING -o STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHORING, AND SHALL BE SOLELY RESPONSIBLE TO CONFORM WiTH C (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, r; S2 � °EN z COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS LAWS AND REGULATIONS. INCLUDING TRAFFIC CONTROL PLANS, DETOUR W LATEST EDITION), AND THE FOLLOWING SPECIAL PROVISIONS: AND SIGNAGE. > .: � STA TE 1. TRENCH WIDTH SHALL BE PER SDRSD NO. S -4 UNLESS 17. ALL OPERATION CONDUCTED ON THE PREMISES, INCLUDING RUNNING OTHERWISE NOTED. o OF TRUCKS AND EQUIPMENT SHALL BE LIMITED TO A PERIOD BETWEEN � • - 7 :00 A.M. AND 6:00 P.M., MONDAY THROUGH FRIDAY NO WORK L� 2. PiPE AND CONDITIONS SHALL BE DONE ON SATURDAYS SUNDAYS OR HOLIDAYS. Z `' (A) ALL PIPE SHALL HAVE 4 MINIMUM OF 3/4 -INCH CRUSHED Q ROCK BENEATH THE PIPE. PROJECT 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF 2 y LOCATION EXCESS MATERIAL NOT USED IN BACKFILLING THE TRENCH, AND FOR W (B) V.Q.P. PIPE BEDDING FROM BOTTOM OF SECURING A DISPOSAL SITE. W 2 PIPE TO SIX (6) INCHES MINIMUM ABOVE THE PiPE SHALL BE cn IF SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE FREE- 19. CONTRACTOR SHALL MAINTAIN THE WORK AREAS iN A NEAT, SAFE, SANTA FE oRW DRAINING GRANULAR MATERIAL HAVING A SAND CLEAN, AND SANITARY CONDITION AT ALL TIMES AND TO THE EQUIVALENT OF 30 OR BETTER. SATISFACTION OF THE DISTRICT AND REGULATORY AGENCY. STREETS (C) P.V.C. PIPE BEDDING FROM BOTTOM OF PIPE TO (6) INCHES SHALL BE KEPT CLEAW OF DEBRIS, DUST, AND OTHER NUISANCE MCiNITY MAP M INIMUM ABOVE THE PIPE SHALL BE 3/4 -INCH CRUSHED ROCK. AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SEWER C NOT TO SCALE CLEAN -UP OF ADJACENT STREETS AFFECTED BY HIS CONSTRUCTION. 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SHEET 4 SEWERS, SEWER SERVICE LATERALS AND STRUCTURES SHALL 20. NO PAYMENT WILL BE MADE TO THt CONTRACTOR FOR THE BE TESTED IN THE PRESENCE OF THE ENGINEER. AIR PRESSURE CONTRACTOR'S WORK IN CONNECTION WiTH ABOVEGROUND OR SAWCUT TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE UNDERGROUND UTILITIES, THEIR RELOCATION OR NEGOTIATION A.C. PATCH EXIST. PVMT.(TYP.) ENGINEER. FOR RELOCATION. ANY COST SHOULD BE INCLUDED IN OTHER PAY EXISTING PAVEMENT = ITEMS TO WHICH THE RELOCATION MAY PERTAIN. 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD • SEWER B ; NO. 17 , POURED IN PLACE MANHOLE BASES SHALL R AGGREGATE BASE BE A MONOLITHIC POUR FINISHED 1 �I COMPLETE AT TIME OF POUR. PRECAST MANHOLE t 6 » (�•) --i - _ — _ _ _ _ = BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR CONTRACTO s NOTES Or C SELECT BACKFILL MATERIAL - SYSTEMS WITH INSPECTOR'S APPROVAL. 90% RELATIVE COMPACTION = _ _ _ _ _ _ _ = METTALIC CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE SHEET 2 -------- - _ TRACER TAPE 5. THE CONSTRUCTION OF 4 - INCH SEWER LATERAL PER SDRSD WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, NOS. S -13 AND S -14 INCLUDING CLEANOUT AT PROPERTY LINE CONSTRUCTION CONTRACTOR WiLL BE REQUIRED TO ASSUME PER SDRSD S -3. STATIONING OF LATERALS SHALL BE SOLE AND COMPLETE RESPONSIBILITY FOR JOBSiTE CONDITIONS SHEET INDEX MAP PIPE BEDDING INDICATED ON AS BUILTS BY CONTRACTOR. DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, OD INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS- .......... ca NOT TO SCALE 6 . THE CONTRACTOR SHALL SUBMIT TO THE DISTRICT A DETAILED REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND �� ....... TRENCH II I - CONSTRUCTION H WITHIN FIVE DAYS AFTER APPROVAL OF THE N TR T SCHEDULE E L OS UCO C NOT BE LIMITED TO NORMAL WORKING HOURS, AND , X AVAT 0 L =I C DISTRICT. c, � - i CONTRACTOR R WI NOT Y THE TH C 0 LL 0 BE _ — '"� E AGREEMENT" B E E CO CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, a a � — i = _ =1 ALLOWED TO BEGIN CONSTRUCTION UNITL AFTER APPROVAL BY THE : I I � � I I INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM FOR PAVEMENT REPLACE SEE GENERAL NOTE 7 DISTRICT OF AN ACCEPTABLE SCHEDULE. ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH �$o M -�� THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING ; PROPERTY LINE 4 -R- m NT REPLACEMENT NT � 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAVEME EPLACE E LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN L TO THE SATISFACTION OF THE CITY OF ENCINITAS. PROFESSIONAL. h A W EXISTING WATER LINE RS BU /LT TRENCH, DETAIL C EXISTING GAS LINE NOT TO SCALE 8. CONTRACTOR SHALL PROVIDE FINAL LOCATION AND ELEVATION OF SEWER I MAINS AND LATERALS TO THE DISTRICT ON ORIGINAL AS - BUILT PLANS ENGINEEFI S STATEMENT 0F ' REESPMS8LffYf PROPOSED SEWER PRIOR TO ACCEPTANCE OF WORK. - - - ���� I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROPOSED SEWER MANHOLE GREG 4H / fl. DS DATE _ ABBREVIATIONS ALL T DISTRICT NEER PR OR D ES I GN CHAN MA INS SHALL B A PROJEC THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER R. C. E. Wto EXP 3. it. tam' H E CON STR U CTIO N . DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE PROPOSED SEWER LATERAL 10. TRENCH EXCAVATION MUST BE COMPACTED TO 909 PRIOR TO PIPE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS A C ASPHALT CONCRETE S SLOPE INSTALLATION. CONSISTENT WITH CURRENT STANDARDS. W i -- EXISTING SHRUBS CO CLEANOUT SMH SEWER MANHOLE EL ELEVATION STA STATION I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS A ND THE Q EXIST EXISTING TYP TYPICAL 11. THE CONTRACTOR tHALL NOTIFY THE DISTRICT'S INSPECTION SPECIFICATIONS BY THE CiTY OF ENCINITAS IS CONFINED TO A _ EXISTING POWER POLES G GAS VCP VITRIFIED CLAY-PIPE DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO z PP REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF o.y INV INVERT W WATER ARRANGE FOR INSPECTION OF PROJECTS. WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. ` F DOI IP IRON PiPE r EXISTING FiRE HYDRANTS L LENGTH 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CiTY q ,, , `� '° . • z ENGINEERING DEPARTMENT FOR MIN MINIMUM �Y EXCAVATION I J LL (n ® EXISTING VALVE BOX PVC POWE POLE WITHIN EXISTING CITY RIGHTS -OF -WAY. !d, tt '� << Ira L POLYVINYL CHLORIDE Lj + 312.2 EXiSiTNG ELEVATION puMT PAVEMENT CHARLES R. SPINKS R.C.E. 30894 DATE z EASEMENT EXPIRATION DATE: 3/ 0 C R WG. NO. z ; o = REVISIONS APPROVED DATE REFER ENCES DATE BENCHMARK SCALE SPECIAL DISTRICT e H KOBA . H KO&A APPROVALS ENCINITAS SANITARY DISTRICT D L1J Q a A - IO U /LT G PERM/ r DES16# F-22- 3 RASS DISK IN STREET CENTERLINE HORIZONTAL DATE: PREPARED UNDER SUPERVISION OF RECOMMENDED APP VED PLANS FOR THE IMPROVEMENT OF ES 164 ONUMENT AT THE INTERSECTION DATE: folfe/+z BY: C BY. SEEiaAN DRIVE SEINER UPRO VEMENTS F ENCINITAS BLVD. AT SEEMAN / R.C.E. NO. 20"V DATE: / DATE: RIVE. 315 .490 M.S.L. (COUNTY � p SHEET 1 OF 4 F SAN DIEGO. 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TT - - - OF ;mA ii A oil • • a 364 Q 364 U I ` ►— ti U 356 D 4f -4 UW N Z I 348 348 - �_ + 2 IFVJ 14, W 1 W x 1" 340 340 0 0 " N A ' r-1 _ s s �. _ L- 332 1 1 1 A I I I I I I i — L107- I a I v I a a A -.M.L- I 332 8 p 324 324 316 9.0 1 1 3 8" C D 5 SCALE:_ I. 3 �• 308 308 HORIZ. 1 "— = 40' -0" o T VERT: 1" =8' -0" 300 1 3+00 300 12 +00 11 +00 10 +00- 9 +00 8 +00 7 +00 16 15 14 QSTA3 +89 3mm ors I I I I STA 3 +7 Q I I I I APN ' EASEMENT FOR SEWER TO E. S.D. 20' 259 - 131 -48 5KA 3 +72 REC 12 FEB 1993 M DX 93 - 926�70 i EASEMEN7" FOR SEWER TO E. S D. 20 ' I REC 12 FEBJ993 RS DOC 93- 926#8© I I I I I I I I t I I I I SEWER LATERt9LS TA 2* 7 . �.: J � SEWER C I Z z I I i Ms ``i cp W W ` Z_ < Z Z f U l r 1 M U ~ M z � ► 155 1f'1 I I Z •- z c U- Z ch < ... APN _ 1- 259 -131- - c APN , I APN ! �O APN o APN _ _ _ APN APN APN - - 2 59 13 5 ``' � APiV a 259 - 130 -54 N o 259 - 130 -64 I �_ 259 - 130 -56 I I 259 - 130 -42 I 259 -131 1 I 259 131 1 259 131 43 i .f STA /f 69 W u W < I I I W W Q 00 as tj cr i u N N _: z ! i 3 z 3 J i i z I I N A1�N o z z a 0- z d < a D L) u < < o I� o a 259 N Aft u, w +ocr +00 w 11 +00 '� +QO VO w w ---�_ " j �4b --- -�-- -- + 0 X ASPHALT YW E *A 1' 9 - 00 +0�` ASPHALT 0 CC -- -- -- — — -- � + Q LEANO T N 00' 07 1 2 E SMH -4 TA 15 25.00 S TA 13+ 5.0 � SMH -3 - pFESS /p ` STA 10+25.00 S WER A STA 7 +08.74 SEWER A ' ��� � o STA 1 +00.00 SEWER C + RL > m LLJ S EWER'A w ����FO�� LJ SCALE: 1 "=40' Ft Q z z BY DRAWN BY I CHECK p ay REVISIONS APP ROVES DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT I KOBA B . H Koe� APPROVALS ENCINITAS SANITARY DISTRICT DWG. NO. L- A - ,STS LO DERMlT S /6 -ZZ 3 BRASS DISK IN STREET CENTERLIN PLANS PREPARED UNDER SUPERVISION OF RECOMMENDE APP vED PLANS FOR THE IMPROVEMENT OF: ES 164 %/t MONUMENT AT THE INTERSECTION HORIZONTAL DATE: /o t BY. BY. SEEMAN DRIVE SEWER IMPRO VEMENTS OF ENCINITAS BLVD. AT SEEMAN WWI DRIVE. 315.490 M.S.L. (COUNTY VERTICAL R.C.E. NO. 3o DATE: l - � �� � DATE: L - - 9 3 OF SAN DIEGO ENGINEER EV. WORK PROJECT NO.: SHEET 3 OF 4 t 384 I L 11 1 1 1 38 4 376 376 L I Q 368 J-1 368 360 360 352 352 jr Q � 344 344 o . .5 s4 I 3%36 p► 336 1 SCALE: 32 8 3 Z8 HOR�Z: 1 " 40• -0" VERT: 1"=8'—O" I v. 2 .6 320 IV -2. I 320 1 1# 1 1 L I I 3+0 4 +00 5 +00 100 200 _ = EASEMfiilf• pm SEw& To E.SD• 454W WEAlT POR WOW)C TD E.S.D. REC. 02 -/2-93 AS DOC. W 93- 01092647 #WC. 02 -12 -93 AS 00C• 093 0092648 to 1 pawArff _ E XI STING ROAD z STUCCO RE UTILITY & DRAINAGE EASEMENT RETAINING WALL { I Q ! RECORDING INFO: �°���D �a i � _A N � i 0 ^ 4i PARCEL M 15894 �+ZECORDED N A r ob _ ! t T D! DEC. 198 A5 DIOC. � 198 - 651305 °f � EWER 4 ft °D I � � < < N I F• GO VIEW o�. 25 9-1 31 - 479 _ MAN � o I v h h ip MM— 3 4. STA. 1 +00.00 S EWER x N 89 .4'S" E _ _, - 369-58 SS _ fn STA. 7 +08.74 SEWER A + — — — w 3 4" IP RCE 9490 � oI » MH— i g _p ,, S 6 ♦69© A. 3+91. 0 a mZ t X716 6s 0 I ♦ � �,, 40' WOOD FENCE I z N W ASPHALT v ASPHALT I �aM Z O �apFESSIp ♦ • S R. F • Ia �f�a Z SEWER""C a 0 LLJ LLJ SCALE: 1"=40' a %E Z Z O Z = REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT H QQA B H KOBA APPROVALS ENCINITAS SANITARY DISTRICT DWG. N0. W AS - BU /GT l°E 2M/T DES /64 -22 - 93 PLANS PREPARED UNDER SUPERVISION OF RECOMM NDE APP VED PLANS FOR THE IMPROVEMENT OF ES 164 BRASS DISK IN STREET CENTERLIN HORIZONTAL DATE: _ BY: SEEMAN DRIVE SEWER IMMO VEMENTS MONUMENT AT THE INTERSECTION / /o��� /�: • OF ENCINITAS BLVD. AT SEEMAN VERTICAL ?IF NO. _ ?o gtft DATE: — �' 3 DATE: , 93 DRIVE. 315.490 M.S.L. (COUNTY 3 OF SAN DIEGO. ENGINEER EXP. /.r' /� WORK PROJECT pp,; SH EET 4 OF