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6140 N07IRCA17OVS GENERAL NOTES SEWER NOTES NOTE TO CONTRACTOR• LEGEND STANDARD SYMBOL QUANTITY 1. THE CONTRACTOR SHALL GIVE 48 HOURS NOTICE ON CALLS FOR INSPECTION. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE ENCINITAS SAN/TARY DISTRICT AND THE LOCAAONS AND SIZES Of THE EXISTING UTILITIES SHOWN HERON HAVE BEEN RIGHT OF WAY PHONE (760) 633-2770. ALL WORK PERFORMED WITHOUT BENEFT OF STANDARD SPECIRCA PONS FOR PUBLIC WORKS CONSTRUCTION (2003 EDITION), OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR THE BENEFIT OF THE INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE CARDIFF SANITATION DISTRICT CONTRACTOR. ACTUAL LOCATIONS AND SIZES MUST BE 01RED BY THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (MARCH 1997 EDITION). ANY CONTRACTOR PRIOR TO CONSTRUCTION. IT IS THE CONTRACTORS RESPONSIBILITY EXISTING CONTOUR -- ---- -------- --- 2. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT(USA) AT CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER ALL WORK SHALL BE DONE ACCORDANCE WITH THE STANDARD SPECIFCAPONS FOR PUBLIC TO TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL (1-800-422-4133) NOT LESS THAN TWO (2) WORKING DAYS PRIOR TO PRIOR TO ANY REQUEST FOR INSPECTION. WORKS CONSTRUCRON, (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO UNDERGROUND AND OVERHEAD STRUCTURES WHETHER SHOWN OR NOT ON THESE CONDUCTION ANY EXCAVATION WORK ON THIS PROJECT. THIS REQUIREMENT THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE SAN DRAWINGS. 8" SEWER MAIN SDRSD S-4, TYPE 'B' S 388 L.F, SHALL EXTEND TO EXCAVATION WORK CONDUCTED WITHIN THE PUBLIC 2 A PERMIT SHALL BE OBTAINED FROM THE CITY DEPARTMENT Of PUBLIC DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS IMPROVEMENTS RIGHT-OF-WAY AND TO EXCAVATION WORK CONDUCTED ON PRIVATE PROPERTY. WORKS FOR ANY WORK W1THIN THE STREET RIGHT-OF-WAY. (LATEST EDITION) AND THE FOLLOWING SPECIAL PROVISIONS. 6" SEWER LATERAL SDRSD S-13, TYPE 'B' -S--Z 31 L.F. ER090N CONTROL 3 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THE CITY OF L A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES ENCINITAS STANDARDS, THE PROJECT PLANS, AND AS APPROVED BY THE CITY 1. TRENCH WIDTH SHALL BE PER TRENCH DETAIL ON SHEET 2 DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY AT NO COST TO L IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG SHIELDS AT ENGINEER. THE CONTRACTOR. SMH 2. PIPE AND BEDDING CONDl110NS• SEWER MANHOLE SDRSD S-2 S 1 EA. 760 633-2778. 4. APPROVAL OF THESE IMPROVEMENTS PLANS AS SHOWN DOES NOT 2. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN ODES NOT CONS 1I1U1F 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. (A) ALL PIPE SHALL HAVE 4"MINIMUM OF 314 INCH CRUSHED ROCK BENEATH THE PIPE. APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. TRENCH RESURFACING CITY OF ENCINITAS STANDARD 426 L.F. AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATFRIALS SHALL (B) PIPE BEDDING FROM BOTTOM OF PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACIL]TATF RAPID 5. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY SHALL BE PER STANDARD SPECIRCATTON 306421. 3 ALL UNDERGROUND UTILI TIES WITHIN THE RIGHT-OF-WAY SHALL BE TRENCH DETAIL. SEE SHEET 2 � CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, O► CURB, CROSS GUTTER AND PAVING. 3 AFTFR COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE LATERALS CURB, CROSS GUTTER AND PAVING. 3 CONTRACTOR SHALL PREPARE A STORM WATFR POLLUTION PREVENTION PLAN AND STRUCTURES SHALL BE JESTED IN THE PRESENCE OF THE INSPECTOR. AIR PRESSURE ( SWPPP) AND OBTAIN APPROVAL fROM THE CITY ENGINEER PRIOR TO THE START 6. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. 4. LOCATION AND ELEVATION Of IMPROVEMENTS TO BE MET BY WORK TO BE ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS TO DONE SHALL BE CONRRMED BY FELD MEASUREMENTS PRIOR TO CONSTRUCTION M ANY WORK. DEVICES SHOWN IN THE SW NGI SEAN NOT BE MOVED OR THE BEST OF OUR KNOWLEDGE, THERE ARE NOT OTHER EXISTING FACILITIES 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE SHALL BE PER SDRSD NO. S-2. POURED OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVAPONS AND MODIFlED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. EXCEPT AS SHOWN ON THESE PLANS HOWEVER, THE CONTRACTOR IS REQUIRED IN PLACE MANHOLE BASES SHALL BE A MONOLI THIC POUR RNISHED COMPLETE AT AME OF LOCATF EXISTING UNDERGROUND FACILITIES SUFFlCIENTLY AHEAD OF 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN POUR. CONSTRUCTION TO PERMIT REVISIONS TO PLANS lF REVISIONS ARE NECESSARY WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER RUN-OFF HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE BECAUSE OF ACTUAL LOCA PON OF EXISTING FACILITIES PLANS 5. THE CONSTRUCTION OF A 6-INCH SEWER LATERAL TO SERVE THE ENCINITAS TERRACE PRODUCING RAINFALL. APARTMENTS AT 454 REQUEZA STREET PER SDRSD NO'S S-13 AND S-14. CONSTRUCTION OF CONTRACTORS RESPONMIURES 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES 7 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE SAID LATFRAL IS THE RESPONSIBILITY Of ENCINITAS TERRACE APARTMENTS DONE SHALL BE CONRRMED BY FELD MEASUREMENTS PRIOR TO CONSTRUCTION 1. THE CONTRACTOR SHALL ENFORCE ALL SAFETY MEASURES THE CONTRACTOR AS MAYBE REQUIRED BY 1N CITY ENGINEEER DUE TO AN INCOMPLEIF GRADING OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO. S-10, TYPE A. SHALL CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES AS APPROVED BY THE OPERATOR OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. LOCATE ALL EXISTING UNDERGROUND FACILITIES WITHIN PROJECT AREA CITY ENGINEER, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR 6.THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY SUMCIEN7LY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42-INCH CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCA PON OF EXISTING MINIMUM COVER. STANDARDS, LAWS, AND REGULA PONS. FACILITIES WATERS CREATE A HAZARDOUS CONDITION. 8. THE RNAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS SHALL 2 CONTRACTOR SHALL ASSUME SOLE AND COMPLETF RESPONSIBILITY FOR JOB 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP 8 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS AND ELECTRIC BE SHOWN ON ORIGINAL AS-BUILT PLANS, PRIOR TO ACCEPTANCE OF WORK. SITF CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF SHALL BE INCORPORATED HERON. COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY COORDINATE HIS WORK W1TH COMPANY REPRESENTATIVES 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE CITY ENGINEER IN AND NOT BE LIMITED TO NORMAL WORKING HOURS 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY fROM 7ELEPHONE-(760)432-5869 WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE THE FACE Of SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9 THE CONTRACTOR SHALL NOTIFY SBC COMMUNICATIONS COMPANY PRIOR TO 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 48 HOURS IN ADVANCE OF 3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONUMENTA YON AND/OR ANY STARTING WORK NEAR COMPANY FAClU11ES AND SHALL COORDINATE HIS WORK BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN IN THE APPROVED SAPPP SHALL SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE FI BE IN PLACE AT THE END OF EACH WORKING DAY WHEN VE(5) DAY RAIN W11H COMPANY REPRESENTATIVES NOTICE• ALL TELEPHONE SERVICES W11HIN PHONE NO. 633-2770. MONUMENTA11 0N SET BY A STA1F OF CALIFORNIA LICENSED LAND SURVEYOR OR ( PROBABILITY FORECAST EXCEEDS FORTY PERCENT 40%). SILT AND OTHER THIS PROJECT BOUNDARY ARE "UNDERGROUND INSTALLAIONS°FOR LOCATION A STA1F OR CALIFORNIA REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE OF CABLES AND APPURTENANCES CONTACT SBC COMMUNICATIONS COMPANY. 11. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITYS ENGINEERING SERVICES LAND SURVEYING. A CORNER RECORD OR RECORD Of SURVEY, AS APPROPRIATE DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. TELEPHONE (619)574-2816 DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS-OF-WAY. SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL OWNERS JOSEPH T. BROGAN & ARTHUR ENFlELD JONES 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE 12. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ENGINEER, AS REQUIRED BY THE LAND SURVEYORS ACT. TRUSTEES OF THE BROGAN AND JONES LIVING TRUST UTILI TY AGENCIES, PRIOR TO START OF CONSTRUCTION TO COORDINATE ]HEIR ONE YEAR AFTER THE DATF Of ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL P.0 BOX 1277 WORK. REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH A THE LOCATION OF EXISTING BUILDINGS SHOWN ON THESE PLANS ARE fllN1RIDGE, CA 91012 APPROXIMA 7E. MA Y BE DISPLACED IN SO DOING 1HA T MA Y PROVE DEFECTIVE IN WORKMANSHIP AND/OR 91E ADDRESS.' ENCINITAS TERRACE APARTMENTS 11. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND MATFRIALS WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE 5. THE CONTRACTOR IS RESPONSIBLE TO POTHOLE AND LOCATF ALL EXISTING 454 REQUEZA STREET INSTALLATIONS."FOR LOCATION OF CABLES AND APPURTANCES CONTACT COX WHATSOEVER TO THE OWNER, EXCEPTING ORDINARY WEAR AND TFAR, UNUSUAL ABUSE OR SUBSURFACE UTILITIES IN THE PROJECT AREA, PRIOR TO THE START OF ENCINITAS, CA 92024 COMMUNICATIONS TELEPHONE- (760)806-2044 NEGLECT. DEMOLITION OR CONSTRUCTION. ANY EXISTING URL/TIES THAT REQUIRE REMOVAL OR RELOCATION SHALL BE COORDINATED WITH THE APPROPRIATE UTILI TY AGENCY AESSOR'S PARCEL NO.: 258-112-30 12. NOTICE.• ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE 13. CONTRACTOR SHALL GARNISH AND INSTALL, PER SPECIFALL PUB, THE APPROPRIATE PRIOR TO THE BEGINNING OF CONSTRUCTION. lF DURING POTHOLING 111E "UNDERGROUND INSTALLATIONS."FOR LOCATION OF ELECTRICAL CABLES AND BURIED UTILITY WARNING AND IDENTTFICA110N TAPE ABOVE ALL PUBLIC SEWER LINES, AND CONTRACTOR DISCOVERS A POTENTIAL CONFLICT BETWEEN PROPOSED UTILITIES LEGAL DESCRIPTION.' PORTION OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE GAS PIPING AND APPURTENANCES CONTACT DIG ALERT. TELEPHONE. PORTIONS OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS AND EXISTING UTILITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY. NORTHWEST QUARTER Of SECTION 15, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO 1-800-422-4133 THE CONTRACTOR SHALL ALLOW AMPLE TIME FOR REVISIONS TO BE MADE TO THE MERIDIAN, IN THE CITY OF ENCINITAS 14. FOR SEWER LATERAL TABLE, SEE SHEET 2 PLANS TO AVOID CONFLICTS PRIOR TO THE START OF UTILITY INSTALLATION. 13 CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTION REQUIRED TO 15. "AS BUILT"DRAWINGS MUST BE SUBMITTFD PRIOR TO FINAL ACCEPTANCE OF THE WORK. 6. THE CONTRACTOR SHALL REQUEST MARKOUT OF EXISTING UNDERGROUND OWNER C&77RCA77ON PROTECT ADJACENT PROPERTIES DURING CONSTRUCTION. ANYTHING DAMAGED OR DESTROYED THAT IS NOT CALLED OUT ON THE PLANS TO BE REMOVED OR UTTUTIES BY CALLING THE LISTED REGIONAL NORRCATTON CENTER FOR AN I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON RELOCATED SHALL BE REPLACED OR REPAIRED TO THE SATISFACTION OF THE 16. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO INQUIRY IDENYRCATTON NUMBER, AT LEAST(3) DAYS PRIOR TO START OF ANY THESE PLANS WITHIN EXISTING CITY RIGHT-OF-WAY WITHIN 60 DAYS AFTER ENGINEER, AT NO COST TO THE CITY CONNEC110N TO SYSTEM. CONSTRUCTION. ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK 17 NEW SEWER MAINS LESS THAN 36 INCHES IN DIAMETER SHALL BE INSPECTED BY CLOSED ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE 14. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH CIRCUIT TELEVISION AFTER COMPLETION OF TRENCHING BACKFILL AND RNISHED GRADING BUT AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR MARK WHICH IS DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE PRIOR TO PLACEMENT OF PAVEMENT OR PERMANENT TRENCH RESURFACING. CONTRACTOR UNDER MY CONTROL. REESTABLISHED AND REPLACED BY A STATF OF CALIFORNIA REGMERD CIVIL ENGINEEER OR A STATE OF CALIFORNIA LICENSED LAND SURVEYOR TO THE SHALL PROVIDE FOR TFLEVISION INSPECTION. (SEC. 306-1.4.8). A44161 � SATISFACTION OF THE ENGINEER. E BROGAN FOR CINITAS TERRACE DA 1F 15. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATONS. 16. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF(112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN 171E HOURS OF 4.00 P.M. AND 7.•30 A.M, NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOUDA YS. 17 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK NEAR COMPANY FACIUTES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES 1-760-633-2709. THE CONTRACTOR SHALL NOTIFY THE SAN ELIJO JPA COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES (RECLAIMED WATER) AND SHALL COORDINATE SAID WORK W1TH COMPANY REPRESENTATIVES 1-760-753-6203 (EX T. 32) 18. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN PLACE. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED PRIOR TO APPROVAL OF THE CITY. 1-5 19. EXCEPT WHEN WORK IS BEING DONE ON DRIVEWAYS, THE CONTRACTOR SHALL m MAINTAIN ACCESS TO PRIVATE DRIVEWAYS AT ALL TIMES. SITE 20. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT OF WAY DESIGNATED TO BE REMOVED SHALL BE SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT OF WAY, THAT ARE NOT REQUEZA STREET Q DESIGNATED TO BE REMOVED, THAT ARE DAMAGED DURING CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE z - CITY. Q o Fo 21. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE CITY ENGINEER OF WORK PRIOR TO MAKING CHANGES IN THE FIELD. No.44A479 Exp.* /I CINI T Y MAP 22 N01FS AND DETAILS ON THE PLANS SHALL TAKE PRECEDENCE OVER THESE U GENERAL NOTES IN CASE OF CONfLICT. y z �,co C'3 NTS z N o N w U z BY CHECK BY E57GN BY DRAWN REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE D vLS DRAW vas APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. � Z PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLAN FOR w : o THE INVERT ELEVATION OF SEWER MANHOLE NO. 7 PER CITY OF ENCINITAS DATE : 2-ZZ-d( REQUEZA STREET SEWER MANN EXTENSION ES-52J IMPROVEMENT PLAN N0. 1389-1, LOCATED IN THE lN1FRSEC110N OF REQUEZA NONE Lis' Q STREET AND BEACH STREET. v�/ R.C.E. N0. : 44173 BY. BY . FOR ENCINITAS TERRACE APARTMENTS U) o INVERT ELEVAPON.lJ6.90 VINCENT L. AMPO LEROY BODAS RC 22312 PETER COTA-ROBLES RCE 52176 454 REQUEZA STREET w z EXP. 6/30/07 DATE : 3 2? D DATE : ±�/ �(�lo =- -� ENGINEER OF WORK PROJECT N0. CEE04A APN.• 258-112-30 SHEET 1 0 F 2 V Q `1 � z _ � W 170 I ^ � ��' 170 o ^ � a-, _ - - o'co ffp TRACTOR TO W IS11NG CPA ENT 0 CL SE NR -- _ -- CAUAA�IL�! -- --� W - -- -- - 00 -- - --- - CROSSING TER _ ! AUIIAN.�. I I - - _ tOP OF EXISTING 8r WATER MAIN EXISANG GAS LINE CROSSIN OXIMATE LOCATION _ � _ 150 � o _ _ -- w r = 150 _ CAUIIGW.L! PAC SEINER @ 5'4 % EXIST GAS*_-CROSSING U 57 $ _ _ _-- CAUNDIV!v SERVICE CROSSING -- W EXI 11NG WAIER _ - CAU7IAN�! ; EXISTING WAI�R APPROX.- IX - EXIST. 18"RCPj - , 136.90 ��I,I 130 1 3110 1 + 00 2 3f 00 4+ 00 5+ 00 1-1/2° COLD PLANE 1-1�2'AC OVERLAY BEFORE OVERLAY TACK PRORLE SCALE (TIFF IrI C2 T S"0) PENCH IMDTH COAT EXISTING SURFACE HORIZ : l --20' BOTH SIDES TYPICAL BOTH SIDES INERT: 1'-8' SEWER DATA TABLE 12"BOTH SIDES EXCEPT A 4"AC TYPE 111 C2-AR4000 WHEN NEXT TO GUTTER, E"12 ( ) AKIUBER BE°ARWG LENGTH REIIA�►( N THEN TO UP OF GUTTER '' "` 8° CLASS If AGGREGATE BASE � N8855'50°W 380.57 LF 8"PVC SDR-35 MIN®5 413' NA 17 �j/�j j/��// MAGNETIC TAPE FOR STORM DRAIN INSTALLATION ���� N8855'S0°W 7.00 LF B°PVC SDR-35 MIN 41% BACKRLL © NO1V4'10"E 31.33 LF 6°PVC(SDR-35 MIN)�900% 12°MIN. BEDDING PER SID. PRIVATE SPEC. 306-1.22 ( ) 1"=20' k4aMr . 8'12° NOTES 6°8"PVC L PRIVAIF SEWER LATERAL CONSTRUCTION IS THE RESPONSIBILITY OF THE PROPERTY SDR-35 OWNER AND IS NOT PART OF THIS CONTRACT. 0 10 20 40 2. SAWCUT, REMOVE, AND REPLACE PORTION OF EXISTING CONCRETE DRIVEWAY PER �- 3/4 MAX CRUSHED ROCK E'--- SORSD G-14B NO FOR DEPTHS UP TO 5'NO TRENCH SUPPORT IS REQUIRED UNLESS WET, UNSTABLE, OR RUNNING SOIL IS ENCOUNTFRED. FOR DEPTHS LLJ EXCEEDING 5' SHORING OR SOLID SHEATHING IS REQUIRED. WHERE WET, 4' WIDE MIN TRENCH UNSTABLE 01�RUNNING SOIL IS ENCOUNTERED, SHORING OR SOLID - RESURFACING PER CITY OF SHEATHING IS REQUIRED. 123 LF 6"PVC SEWER J 1C! , ENCINITAS STANDARD DRAWING. �--® LATERAL ISDR-35 MIN � TRENCH DETAIL AT �MIN SLOP SCO S \ DEMOLISH EXISTING APPROXIMA TE LOCA TION A , N T AC PA VET`SEE NOTE. �� ,-Ah � SEWER. SEE NOTE 1. EXISTING 8' PVC SEWER MAIN FL 145.11 1 V /S ENCINI TA TERRACE APARTMENTS SCQ � !E 16062 1 Nt T AC PA��F01T, SDMH O �Q' _ / - 8-40-1- 60 2058-t! " 454 REQUEZA STREET IE 11630- i l t r r CINNECT TI GRATE ��O R R SEWER LATERAL I E 160.60 REMOVE EXISTING PUMP AND D�IU ISH FL 145.41 N N �� _ r r� 128 LFr6 PVC SEWER N, _ VAULT. BACKFILL VAULT AREAS PE � L�i J J J J J LATEAAT 2q MIN SLOPE V4 L �-SOILS ENGINEER. SEE NOTE 1 BF/ -�- /�( 153.22 N 4+80.57 6"SEWER LATERAL - m EM I r'��r` STOP SITE WALL or - AL SIGN PATTERS WV N 149.7 LE ®R W 160.00 V�7/'RO 145./6 TELECOMM 2 25 pIECT EXIS NG SIGN U�IIVclf "' LJ`TRANSFORMERS W RETAINING WALL S :_ � � N PLACE. SEE NOTE L R R W ° a I R W PEDESTAL MB W GU' R W -� - ..�..__ _. F ° 0 �s rP ,H Tlt 0 H ¢ _ R TE SlDL�WALK m - - - O SDMH INfl1kSTR1�L °CONCfETE SIDEINA ° a 519 ° ° ° a S�a� ° CONCRETE SIDEWALK 51.3 ' o a °° 16 ° °° ° PACBL�L� 63 6500 a 1° rJA�'Ht1.1 -DE 16g 1 CONC E - - - 1 1 ° ° ° X1. 1 ° TAL ° D a _ - - - - - - - - O - - - - - - - a ONTROL PANEL ° CURB & TTER s G 2q g, CU �S TELECOMM CURB & GUTTER CURB & GUTTER G M RIVATE SEWER LATERAL R -' 146 608 APPROXIM^T�LOCATION 1.5"HP 6 �C2 PEDESTAL CAUIIAN.�! 30' :ZE GAS LINE - f EXISTING GAS LINE w 5� COSTRUCTION NOT PER THIS � XIMATE LOCATION 1.5" HP GAS ' �6�5 __ _ �u 6-.�_ CONTRACT. SEE NODE 1 THIS SHEET. �� CAUDAN�! G - _ _ _ - APPROX. LOC. EXIST ° ! CAUMNLI �, EXISTING WATER 18"0 RCP � L WATER,MAIN CROSSING 1�� A SERVICE CROSSING` 1.33' A OWPO MI EXISTING GAS LINE CROSSING 2 r N 8855'50" W r = �1 - SEU�ER MANN t - - I RIM: 146.52 IE." 136 a� 2+00 15 0� REIN ALL EXISTING �CAUPWI EXISTING 5+00 Z 3+00 SURt Y MONUMENT 4+0D 164.02 FIRE HYDRANT 4' WIDE MIN TRENCH RESURFACING S TREE RESURFACING X 166.60 UTION! PER TRENCH DETAIL 'A' SAWCUT& �E AF TRENCH WV LATERAL CROSSING WV X i69.su 55 5g DEMOLISH EXISTING AC PAVEMENT QuEzk, -- w A OXIMATE LOCATION EXISTING WATER MAIN CROSSING MAIN `s N R �, c Y x E SANG WATER �� = = LOCATION 4. ° ' W APPROXIMA I t WV'S ��, v 1�b ------- - CURB UTT CURB & GUTTER CURB & GUTI , wf', CURB OUTLET W W X CROSS GUTTER - - z o 48 cn o° CO�JCRETE SIDEWALK ��. ° h ° ° a ° � `° °CONCRETE SIDEWALK 5a� 1�g /s a 1 ,S9° 16�� ° ° X �6�2 ° a ° J6 J6�g CONCRETE°SIDEWALK ° 6g 5 a 146.1 �Q6� W So FH �,_ ��6 v bi W 16 � z§t oo SM ---'"'-`��, R/W GRASS AC BERM 61.16 R/W ^ R o_-, R/W X 158.6 UTILITY 164.1 GRAS: 167.1 SDMH z ,IM. 146.04 PEDESTAL / +z X 170.2 lE.� 139.04 S OR WV S r�P I�J�' �J 8-241 :.:J _ ) } - _I ) �- WV'S 146.37 J - G T r�P IN, r/J J r/�� J J 1- J r/ R CD No.44179 U Exp°6�3Q07 z zN oN W Lu LLJ Q Z DESIGN BY DRAWN BY CHECK BY o cn REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE vas goo vas APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. w z PLANS PREPARED UNDER SUPERVISION OF IMPROVEMENT PLAN FOR : O HORIZONTAL : 1"--20' RECOMMENDED APPRO a_ �W THE INVERT ELEVATION OF SEWER MANHOLE NO. 7 PER CITY OF ENCINITAS PATE : Z-22-6(p REQUEZA STREET SEWER MAIN EXTENSION ES 52� Q �N IMPROVEMENT PLAN N0. 1389-1, LOCATED IN THE lN1FRSEC110N OF REQUEZA VERTICAL : 1°=8' .� /s FOR ENCINITAS TERRACE APARTMENTS U) o SIREET AND BEACH STREET. R.C.E. NO. . 44173 BY: BY : INVERT ELEVATION.•136.90 VINCENT L. AMPO EXP. 6/3007 LERO BODA R 22312 PETER COTA-ROBLES RCE 52176 454 REQUEZA STREET ENGINEER OF WORK DATE : 3 27 Od DATE : PROJECT NO. CEE04A APN.' 258-112-30 SHEET 2 OF 2