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- TRAFFIC CONTROL NOTES SCALE: 1 200' y
1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CALIFORNIA MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION
SHEET INDEX v, SANTA FEDRIV£
AND MAINTENANCE WORK ZONE(2010) AND THE LATEST VERSION IF THE CALIFORNIA MUTCD. SHEET NO. SHEET DESCRIPTION
2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN CONFORMANCE WITH THE CALIFORNIA MANUAL 1 ....................... ..........................TITLE SHEET /SHEET INDEX AND SEWER NOTES PLAN DURING THE WORKING HOURS OF 9:00 A.M. TO 3: 0 P.M. ON .M. ((STEETO)) AND 77: 0 THE APPROVED TRAFFIC CONTROL AM. TO 4:0 P.M. ON ALL OTHER 2 ........................ .........................NOTES, DETAILS VICINITY MAP
STREETS MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AUTHORIZED, NO WORK THAT OBSTRUCTS NORMAL TRAFFIC FLOW 3 ....................... ..........................SEWER LINE 'A' (STA 10 +00 - 15 +04.85) BE ALL WORK SHALL BE DONE IF ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WWILEETS ALLOWED DURING T E HOURS OF SUNDAYS AND 9:00
EGAL HOLIDAYS. "B WHEN TREET, AND CONSTRUCTION :00 OPERATIONS ARE NOT THER ACTIVELY
4 ....................... ..........................SEWER LINE 'A' (STA 15 +04.85 - 18 +38.44) NOT TO SCALE
WORKS CONSTRUCTION, (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS IN PROGRESS THE CONTRACTOR SHALL MAINTAIN ALL TRAVELED LANES OF ROADWAY. 5 ....................... ..........................SEWER LINE 'A' STA 18 +38.44 - 23 +80
TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE ( )
SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD 3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 6 ....................... ..........................SEWER LINE 'A' (STA 23+80 - 28 +60)
DRAWINGS (LATEST EDITION) AND THE FOLLOWING SPECIAL PROVISIONS: 4. ALL TRAVEL LANES WILL BE A MINIMUM OF 12' WIDE UNLESS OTHERWISE SHOWN. 7 ....................... ..........................SEWER LINE 'A' (STA 28 +60 - 33 +40) WORK TO BE DONE (SPECIFICATIONS & STD DWG
8 ....................... ..........................SEWER LINE 'A' (STA 33 +40 - 38 +30)
1. TRENCH WIDTH SHALL BE PER THE TRENCH DETAILS ON SHEET 2 UNLESS OTHERWISE NOTED. 5. TRENCH PLATES TO BE PROVIDED WITH SKID RESISTANT SURFACE. ALL TRENCH PLATES SHALL BE RECESSED AND FLUSH THE IMPROVEMENTS CONSISTS OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, AND
2. PIPE AND BEDDING CONDITIONS:
WITH THE PAVEMENT SURFACE. 9 ....................... ..........................SEWER LINE 'A' (STA 38 +30 - 43 +10) THE FOLLOWING SPECIFICATIONS AND STANDARD DRAWINGS.
SEWER LINE 'A' (STA 43+10 - 47 +90)
6. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF THE PROPOSED POSSIBLE 10 ....................... .......................... STANDARD SPECIFICATIONS '
(A) ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4" MAX. CRUSHED ROCK BENEATH THE PIPE. POSSIBLE TRAFFIC DETOURS AT LEAST 72 HOURS PRIOR TO COMMENCING WORK. 11 ....................... ..........................SEWER LINE 'A' (STA 47+90 - 52 +21.17) 1. "GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2012
WRAPPED WITH MARIFI 140N FILTER FABRIC (OR APPROVED EQUAL) 7. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES DURING PROJECT 12 ....................... ..........................SEWER LINE 'B' (STA 10 +00 - 15 +60) EDITION)
(B) P.V.C. PIPE BEDDING FROM BOTTOM OF PIPE TO 12" MINIMUM ABOVE THE PIPE CONSTRUCTION. 13 ....................... ..........................SEWER LINE 'B' (STA 15 +60 - 18 +90)
MINIMUM ABOVE THE PIPE SHALL BE ASTM C -33 CONCRETE SAND OR APPROVED 8. THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM THE FIRE STATION, LOCATED ON THE SOUTHEAST 14 ....................... ..........................SEWER LINE 'C' (STA 10 +00 - 12 +04.27) 2. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -MAY 2010.
GRANULAR SOIL WITH SAND EQUIVALENT(SE) OF 30 OR GREATER. CORNER OF SECOND STREET AND 'C' STREET, AT ALL TIMES THROUGHOUT THE COURSE OF CONSTRUCTION. 15 SEWER LINE 'F' (STA 10 +00 - 11 +58.34) 3. CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROLS DEVICES
(2012 EDITION).
3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE 9. ALL TEMPORARY " NO PARKING " SIGNAGE SHALL BE POSTED 72 HOURS PRIOR TO WORK. 16 ....................... ..........................SEWER LINE 'I' (STA 10 +00 - 14+18.35)
LATERALS AIR PRE SNURE TEST SHALL BE TESTED
ED IN THE UNLESS E D PRESENCE
OT
HERWISE DIRECTED BY WORK TO BE DONE 17 ....................... ..........................SEWER LINE 'D' (STA 10 +00 - 14 +41.66) STANDARD DRAWINGS
INSPECTOR.
18 ....................... ..........................SEWER LINE 'E' (STA 10 +00 - 14 +96.20) 1. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS - AUGUST 2009
THE INSPECTOR. A. GENERAL 19 ....................... ..........................SEWER LINE 'E' (STA 14 +96.20 - 19 +20) 2. STATE OF CALIFORNIA STANDARD PLANS - MAY 2010.
4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE SHALL BE PER SDRSD NO. SM -01. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC 20 ....................... ..........................SEWER LINE 'G' (STA 10 +00 - 11 +58.60)
POURED IN PLACE MANHOLE BASES AND STEM WALLS SHALL BE A MONOLITHIC POUR FINISHED WORKS
HE SANODIEGO UAREA REGIONALL STTANDARD DRAWINGS O(AUGUST0009 EDITION). ANY HANGES ENCINITAS 22 ................... ....._..._.._.............SEWER LINE H (STA 15 +40 - 18 +72)31) LEGEND SYMBOL
COMPLETE AT TIME OF POUR. ,
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 23 ....................... ..........................SEWER LINE 'J' (STA 10 +00 - 11 +60.33) EXIST. R/W .................................................................... ...............................
5. THE CONSTRUCTION OF 4 -INCH AND 6 -IN SEWER LATERALS PER SDRSD NO'S SS -01, SS -02, AND SS -03. 2• WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING.
LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. 3. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTION REQUIRED TO PROTECT ADJACENT PROPERTIES DURING
EXIST. C L ............................................................ ............................... ................................... ............................... ... - - - --
CONSTRUCTION. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO THE EXIST. CURB & GUTTER ....................................................................................................... ...............................
6. THE _
CONSTRUCTION OF CONCRETE CUT -OFF WALLS SHALL BE PER SDRSD NO. SP -07. SATISFACTION OF THE ENGINEER AT NO COST TO THE CITY.
A. GENERAL(CONT) EXIST. CURB . ........................................................................ . ........................ ............................... ......................
7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH MINIMUM COVER. 4. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR 13. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN PLACE EXIST. EDGE OF PAVEMENT ..................... ......................... ............................... ... ..._...........................
DESTROYED DURING CONSTRUCTION SHALL BE REESTABLISHED AND REPLACED BY A STATE OF CALIFORNIA AND THAT ARE NOT CALLED OUT TO BE REMOVED ON THESE PLANS. NO LANDSCAPING OR
8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS REGISTERED CIVIL ENGINEER OR A STATE OF CALIFORNIA LICENSED LAND SURVEYOR TO THE SATISFACTION OF IMPROVEMENTS SHALL BE DAMAGED OR REMOVED PRIOR TO APPROVAL OF THE CITY. EXIST. CONTOUR . ........................................................... ........................................................................... _ ....................... .
SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS AND SUBMITTED TO THE CITY PRIOR THE ENGINEER AND AT NO COST TO THE CITY.
14. EXCEPT WHEN WORK IS BEING DONE ON DRIVEWAYS, THE CONTRACTOR SHALL MAINTAIN ACCESS TO EXIST. SIGNS ............................................................................................................................................ ......:........................
TO ACCEPTANCE OF WORK. 5. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND
9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, PRIVATE DRIVEWAYS AT ALL TIMES.
EXIST. POWER POLE AND GUY WIRE . ................................................................................ _ ....................... .
ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. "AS BUILT" LAWS AND REGULATIONS. 15. 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 EXIST. WATER MAIN.......... ....................... ..................__........... ...................::............. ...............................
DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK. 6. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY PUBLIC RIGHT OF WAY, THAT ARE NOT DESIGNATED TO BE REMOVED, THAT ARE DAMAGED DURING
SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 4:00 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE CITY. EXIST. SEWER MAIN ......................... ............................... ......................... ............................_.. ..........................
10. THE CONTRACTOR SHALL NOTIFY THE CITY'S FIELD OPERATIONS DIVISION A MINIMUM AND CITY RECOGNIZED HOLIDAYS.
OF 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF 7. THE STRUCTURAL SECTION OF ALL RESURFACING SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS
16. THE CONTRACTOR SHALL NOTIFY IN WRITING AND OBTAIN WRITTEN APPROVAL OF THE CITY ENGINEER EXIST. GAS LINE .................................................................................................................................. ............................... PROJECT. PHONE NO. 633 -2770. ENGINEERING STANDARDS, AS SHOWN ON THESE PLANS, AND AS APPROVED BY THE CITY ENGINEER. OF WORK PRIOR TO MAKING CHANGES IN THE FIELD. EXIST. STORM DRAIN .................................................................................................................... ...............................
11. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT AT NO COST FROM THE CITY'S 8. APPROVAL OF THESE IMPROVEMENT PLANS DOES NOT CONSTITUTE APPROVAL OF ANY WORK OUTSIDE THE PROJECT 17. NOTES AND DETAILS ON THE PLANS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES IN
ENGINEERING SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY BOUNDARY
CASE OF CONFLICT. EXIST. STORM DRAIN BOX ........................................................................................................ ...............................
RIGHTS -OF -WAY. 9. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONNECTED, AND TESTED 18. THE CONTRACTOR SHALL MAINTAIN AN UP TO DATE SET OF "AS- BUILT" DRAWINGS ON WHICH PROP. SEWER MAIN .......................................................................................................................... ............................... S
PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER, AND PAVING. ALL CHANGES OR VARIATIONS IN THE WORK, INCLUDING UTILITIES, ARE RECORDED. A COPY OF
12. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD SAID "AS- BUILT" DRAWINGS SHALL BE PROVIDED TO THE CITY OF ENCINITAS WHEN REQUESTED. PROP. SEWER MAN HOLE .......................................................................................................... ............................... -S S-
OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND 10. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM
SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER A BASE UTILITY MAP AND A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. HOWEVER, THE 19. MATERIAL OR DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT OF WAY WITHOUT PROP. SEWER CLEANOUT .......................................................................................................... ............................... S _ 0
WORK WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITIES SHOWN HEREON APPROVAL BY THE CITY ENGINEER.
WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM DATE OF AND OTHERS WHICH ARE NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 20. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) NOTE: THE CONTRACTOR IS REQUIRED PROP. SEWER LATERAL .......................................................................................................... ............................... S
ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER, EXCEPTING 11. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL CONFIRMED BY FIELD TO OBTAIN A PERMIT FROM OSHA PRIOR TO COMMENCING CONSTRUCTION OF TRENCHES OF
ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT. MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS EXCAVATIONS WHICH ARE 5 FOOT OR DEEPER AND INTO WHICH A PERSON IS REQUIRED TO DESCEND. PROP. PCC PAVING SECTION ............................. ...............................
(POTHOLING) AND LOCATE ALL EXISTING UNDERGROUND FACILITIES IN THE PROJECT AREA SUFFICIENTLY AHEAD OF 21. THE SOILS REPORT TITLED "GEOTECHNICAL STUDY: ENCINITAS SEWER IMP STREET, C STREET,
13. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICTIONS, THE APPROPRIATE CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF PROP. AC PAVING SECTION ............................
EXISTING FACILITIES. AND THIRD STREET ENCINITAS CALIFORNIA' PREPARED BY VO ENGINEERING, DATED AUGUST 19, 2011, SHALL BE " " " " " """ "" ""'
BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER CONSIDERED AS PART OF THESE IMPROVEMENT PLANS. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE
LINES, AND PORTIONS OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT -OF -WAY 12. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY RECOMMENDATIONS AND SPECIFICATIONS IN SAID REPORT. PROP. AC OVERLAY .................................................................................. ...............................
OR EASEMENTS. FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. (858) 654 -8735.
B. THE CONTRACTOR SHALL NOTIFY THE AT &T COMMUNICATIONS COMPANY PRIOR TO STARTING WORK NEAR COMPANY 22• PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO THIS PROJECT CONSTRUCTION SITE THE CONTRACTOR PROP. SAWCUT LINE
14. FOR SEWER LATERIAL TABLE, SEE PLAN AND PROFILE SHEETS 3 THROUGH 23. FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. (858) 546 -3639. SHALL SUBMIT TO AND RECEIVE WRITTEN APPROVAL FROM THE CITY TRAFFIC ENGINEER FOR THE PROPOSED HAUL ............................ ............................... •.......................... ............................... ......................... -- - - - - --
ROUTE. THE CONTRACTOR SHALL COMPLY WITH THE CONDITIONS AND REQUIREMENTS THE CITY TRAFFIC ENGINEER
C. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK NEAR COMPANY MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. `E 1500
15. ALL NEW SEWER MAINS LESS THAN 36" IN DIAMETER SHALL BE INSPECTED BY CLOSED FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 760 - 633 -2793. INVERT ELEVATION ............................................................................................................................ ...............................
CIRCUIT TELEVISION AFTER COMPLETION OF TRENCHING BACKFILL AND FINISHED D THE CONTRACTOR SHALL NOTIFY THE COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK NEAR COMPANY 23 L RESIDENTS
PRIO R AND BUSINESS S THAT ARE
ER
AFFECTED WATER SERVICES. PROJECT, SHALL BE NOTIFIED A MINIMUM OF F� 15,00
D. 72
GRADING BUT PRIOR TO PLACEMENT OF PAVEMENT OR PERMANENT TRENCH FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES FINISH GRADE ELEVATION ........................................................................................................ ...............................
. TAR 266 -5438.
RESURFACING. CONTRACTOR SHALL PROVIDE FOR TELEVISION INSPECTION AND SHALL 24. CONTRACTOR SHALL NOTIFY SDWD 7 DAYS PRIOR TO EXCAVATION OF SEWER MANHOLE. SDWD TO BE PRESENT DURING FLOWLINE ELEVATION ..................................................... ............................................................... ............................... F� 15•
GIVE THE CITY A COPY OF THE VIDEO AFTERWARDS. PROJECT WILL NOT BE ACCEPTED AND RETENTION E. THE CONTRACTOR SHALL NOTIFY THE SAN ELIJO JPA COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES EXCAVATION.
.
MONIES RELEASED UNTIL CITY HAS RECEIVED THE CCTV VIDEO OF THE ENTIRE NEW SEWER SYSTEM. (RECLAIMED WATER) AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 760 - 753 -6203 (EXT. 70) TOP OF CURB ELEVATION-. ...................................................................................................... ...............................
(SEE STANDARD SPECIFICATION (2012 GREENBOOK) SECTION 306 -1.4.1 AND 500 -1.15) 0
�ESSI 15 0
� NOTE TO CONTRACT�flR TOP of GRATE ..........................................................................................................:........ ........_...................._�
°' .... w SAN DIEGUITO WATER DISTRICT CAR(
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THE LOCATIONS AND SIZES OF THE EXISTING UTILITIES SHOWN HEREON HAVE BEEN OBTAINED FROM AVAILABLE 0 75.0
�, o FN RECORDS AND ARE SHOWN FOR THE BENEFIT OF THE CONTRACTOR. ACTUAL LOCATIONS AND SIZES MUST BE EXIST. GRADE . ............................... ........................................................................... ............................... 6
J No. 58619 M H VERIFIED BY THE CONTRACTOR BY POTHOLING PRIOR TO CONSTRUCTION. IT IS THE CONTRACTORS TOP OF CLEANO. UI ........................... ............................... SOP X5.00
Alik L J, P 2/31/12 Q RESPONSIBILITY TO TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL UNDERGROUND AND - --------------------- . - - - - -- --
,A C1V1� OVERHEAD STRUCTURES WHETHER SHOWN OR NOT ON THESE DRAWINGS. RIM ELEVATION RAN jg00
_ REVIEWED BY DATE: F O
SAN DHGO,OCA 92� (858) 715 -1424 FAX SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED OF CAV�F
REVISIONS APPVYED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY I DRAWN BY CHECNKIED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
-1 I ER i A5- Uri 7- Im/I 1 BENCHMARK: POINT NO.: 1032 STATION NAME: ENC -32 PLANS PREPARED UNDER SUPERVISION OF RECOM NDED APPROVED
AS-191nLT 46" DESCRIPTION: 2" SO. CO. ENG. DEPT. BRASS DISC.
HORIZONTAL DATE: 70 �+ ' ES -362
BY:
BY: SECOND STREET
LOCATION: TOP OF CURB EAST SIDE OF VULCAN AVE.,�
200 FEET NORTH OF 'E' STREET. VERTICAL R.C.E. NO. 58619 DEAL R.C. .423 71 GR G SHI , R.C.E. 30869
EDWIN C. REESE EXP. 12/31/12 DA 6 DATE: "�� « SEWER IMPROVEMENTS
ELEVATION: 92.004 FEET DATUM: NAVD 88 WORK PROJECT NO. CEE08B SHEET 1 OF 23
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- TRAFFIC CONTROL NOTES SCALE: 1 200' y
1. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CALIFORNIA MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION
SHEET INDEX v, SANTA FEDRIV£
AND MAINTENANCE WORK ZONE(2010) AND THE LATEST VERSION IF THE CALIFORNIA MUTCD. SHEET NO. SHEET DESCRIPTION
2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC FLOW IN BOTH DIRECTIONS IN CONFORMANCE WITH THE CALIFORNIA MANUAL 1 ....................... ..........................TITLE SHEET /SHEET INDEX AND SEWER NOTES PLAN DURING THE WORKING HOURS OF 9:00 A.M. TO 3: 0 P.M. ON .M. ((STEETO)) AND 77: 0 THE APPROVED TRAFFIC CONTROL AM. TO 4:0 P.M. ON ALL OTHER 2 ........................ .........................NOTES, DETAILS VICINITY MAP
STREETS MONDAY THROUGH FRIDAY, UNLESS OTHERWISE AUTHORIZED, NO WORK THAT OBSTRUCTS NORMAL TRAFFIC FLOW 3 ....................... ..........................SEWER LINE 'A' (STA 10 +00 - 15 +04.85) BE ALL WORK SHALL BE DONE IF ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WWILEETS ALLOWED DURING T E HOURS OF SUNDAYS AND 9:00
EGAL HOLIDAYS. "B WHEN TREET, AND CONSTRUCTION :00 OPERATIONS ARE NOT THER ACTIVELY
4 ....................... ..........................SEWER LINE 'A' (STA 15 +04.85 - 18 +38.44) NOT TO SCALE
WORKS CONSTRUCTION, (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS IN PROGRESS THE CONTRACTOR SHALL MAINTAIN ALL TRAVELED LANES OF ROADWAY. 5 ....................... ..........................SEWER LINE 'A' STA 18 +38.44 - 23 +80
TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE ( )
SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD 3. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. 6 ....................... ..........................SEWER LINE 'A' (STA 23+80 - 28 +60)
DRAWINGS (LATEST EDITION) AND THE FOLLOWING SPECIAL PROVISIONS: 4. ALL TRAVEL LANES WILL BE A MINIMUM OF 12' WIDE UNLESS OTHERWISE SHOWN. 7 ....................... ..........................SEWER LINE 'A' (STA 28 +60 - 33 +40) WORK TO BE DONE (SPECIFICATIONS & STD DWG
8 ....................... ..........................SEWER LINE 'A' (STA 33 +40 - 38 +30)
1. TRENCH WIDTH SHALL BE PER THE TRENCH DETAILS ON SHEET 2 UNLESS OTHERWISE NOTED. 5. TRENCH PLATES TO BE PROVIDED WITH SKID RESISTANT SURFACE. ALL TRENCH PLATES SHALL BE RECESSED AND FLUSH THE IMPROVEMENTS CONSISTS OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, AND
2. PIPE AND BEDDING CONDITIONS:
WITH THE PAVEMENT SURFACE. 9 ....................... ..........................SEWER LINE 'A' (STA 38 +30 - 43 +10) THE FOLLOWING SPECIFICATIONS AND STANDARD DRAWINGS.
SEWER LINE 'A' (STA 43+10 - 47 +90)
6. THE CONTRACTOR SHALL NOTIFY ALL ADJACENT PROPERTY OWNERS AND TENANTS OF THE PROPOSED POSSIBLE 10 ....................... .......................... STANDARD SPECIFICATIONS '
(A) ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4" MAX. CRUSHED ROCK BENEATH THE PIPE. POSSIBLE TRAFFIC DETOURS AT LEAST 72 HOURS PRIOR TO COMMENCING WORK. 11 ....................... ..........................SEWER LINE 'A' (STA 47+90 - 52 +21.17) 1. "GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (2012
WRAPPED WITH MARIFI 140N FILTER FABRIC (OR APPROVED EQUAL) 7. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES DURING PROJECT 12 ....................... ..........................SEWER LINE 'B' (STA 10 +00 - 15 +60) EDITION)
(B) P.V.C. PIPE BEDDING FROM BOTTOM OF PIPE TO 12" MINIMUM ABOVE THE PIPE CONSTRUCTION. 13 ....................... ..........................SEWER LINE 'B' (STA 15 +60 - 18 +90)
MINIMUM ABOVE THE PIPE SHALL BE ASTM C -33 CONCRETE SAND OR APPROVED 8. THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM THE FIRE STATION, LOCATED ON THE SOUTHEAST 14 ....................... ..........................SEWER LINE 'C' (STA 10 +00 - 12 +04.27) 2. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -MAY 2010.
GRANULAR SOIL WITH SAND EQUIVALENT(SE) OF 30 OR GREATER. CORNER OF SECOND STREET AND 'C' STREET, AT ALL TIMES THROUGHOUT THE COURSE OF CONSTRUCTION. 15 SEWER LINE 'F' (STA 10 +00 - 11 +58.34) 3. CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROLS DEVICES
(2012 EDITION).
3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE 9. ALL TEMPORARY " NO PARKING " SIGNAGE SHALL BE POSTED 72 HOURS PRIOR TO WORK. 16 ....................... ..........................SEWER LINE 'I' (STA 10 +00 - 14+18.35)
LATERALS AIR PRE SNURE TEST SHALL BE TESTED
ED IN THE UNLESS E D PRESENCE
OT
HERWISE DIRECTED BY WORK TO BE DONE 17 ....................... ..........................SEWER LINE 'D' (STA 10 +00 - 14 +41.66) STANDARD DRAWINGS
INSPECTOR.
18 ....................... ..........................SEWER LINE 'E' (STA 10 +00 - 14 +96.20) 1. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS - AUGUST 2009
THE INSPECTOR. A. GENERAL 19 ....................... ..........................SEWER LINE 'E' (STA 14 +96.20 - 19 +20) 2. STATE OF CALIFORNIA STANDARD PLANS - MAY 2010.
4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE SHALL BE PER SDRSD NO. SM -01. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC 20 ....................... ..........................SEWER LINE 'G' (STA 10 +00 - 11 +58.60)
POURED IN PLACE MANHOLE BASES AND STEM WALLS SHALL BE A MONOLITHIC POUR FINISHED WORKS
HE SANODIEGO UAREA REGIONALL STTANDARD DRAWINGS O(AUGUST0009 EDITION). ANY HANGES ENCINITAS 22 ................... ....._..._.._.............SEWER LINE H (STA 15 +40 - 18 +72)31) LEGEND SYMBOL
COMPLETE AT TIME OF POUR. ,
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 23 ....................... ..........................SEWER LINE 'J' (STA 10 +00 - 11 +60.33) EXIST. R/W .................................................................... ...............................
5. THE CONSTRUCTION OF 4 -INCH AND 6 -IN SEWER LATERALS PER SDRSD NO'S SS -01, SS -02, AND SS -03. 2• WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING.
LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. 3. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTION REQUIRED TO PROTECT ADJACENT PROPERTIES DURING
EXIST. C L ............................................................ ............................... ................................... ............................... ... - - - --
CONSTRUCTION. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO THE EXIST. CURB & GUTTER ....................................................................................................... ...............................
6. THE _
CONSTRUCTION OF CONCRETE CUT -OFF WALLS SHALL BE PER SDRSD NO. SP -07. SATISFACTION OF THE ENGINEER AT NO COST TO THE CITY.
A. GENERAL(CONT) EXIST. CURB . ........................................................................ . ........................ ............................... ......................
7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH MINIMUM COVER. 4. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR 13. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN PLACE EXIST. EDGE OF PAVEMENT ..................... ......................... ............................... ... ..._...........................
DESTROYED DURING CONSTRUCTION SHALL BE REESTABLISHED AND REPLACED BY A STATE OF CALIFORNIA AND THAT ARE NOT CALLED OUT TO BE REMOVED ON THESE PLANS. NO LANDSCAPING OR
8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS REGISTERED CIVIL ENGINEER OR A STATE OF CALIFORNIA LICENSED LAND SURVEYOR TO THE SATISFACTION OF IMPROVEMENTS SHALL BE DAMAGED OR REMOVED PRIOR TO APPROVAL OF THE CITY. EXIST. CONTOUR . ........................................................... ........................................................................... _ ....................... .
SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS AND SUBMITTED TO THE CITY PRIOR THE ENGINEER AND AT NO COST TO THE CITY.
14. EXCEPT WHEN WORK IS BEING DONE ON DRIVEWAYS, THE CONTRACTOR SHALL MAINTAIN ACCESS TO EXIST. SIGNS ............................................................................................................................................ ......:........................
TO ACCEPTANCE OF WORK. 5. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND
9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, PRIVATE DRIVEWAYS AT ALL TIMES.
EXIST. POWER POLE AND GUY WIRE . ................................................................................ _ ....................... .
ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. "AS BUILT" LAWS AND REGULATIONS. 15. 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 EXIST. WATER MAIN.......... ....................... ..................__........... ...................::............. ...............................
DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK. 6. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY PUBLIC RIGHT OF WAY, THAT ARE NOT DESIGNATED TO BE REMOVED, THAT ARE DAMAGED DURING
SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 4:00 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE CITY. EXIST. SEWER MAIN ......................... ............................... ......................... ............................_.. ..........................
10. THE CONTRACTOR SHALL NOTIFY THE CITY'S FIELD OPERATIONS DIVISION A MINIMUM AND CITY RECOGNIZED HOLIDAYS.
OF 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF 7. THE STRUCTURAL SECTION OF ALL RESURFACING SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS
16. THE CONTRACTOR SHALL NOTIFY IN WRITING AND OBTAIN WRITTEN APPROVAL OF THE CITY ENGINEER EXIST. GAS LINE .................................................................................................................................. ............................... PROJECT. PHONE NO. 633 -2770. ENGINEERING STANDARDS, AS SHOWN ON THESE PLANS, AND AS APPROVED BY THE CITY ENGINEER. OF WORK PRIOR TO MAKING CHANGES IN THE FIELD. EXIST. STORM DRAIN .................................................................................................................... ...............................
11. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT AT NO COST FROM THE CITY'S 8. APPROVAL OF THESE IMPROVEMENT PLANS DOES NOT CONSTITUTE APPROVAL OF ANY WORK OUTSIDE THE PROJECT 17. NOTES AND DETAILS ON THE PLANS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES IN
ENGINEERING SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY BOUNDARY
CASE OF CONFLICT. EXIST. STORM DRAIN BOX ........................................................................................................ ...............................
RIGHTS -OF -WAY. 9. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONNECTED, AND TESTED 18. THE CONTRACTOR SHALL MAINTAIN AN UP TO DATE SET OF "AS- BUILT" DRAWINGS ON WHICH PROP. SEWER MAIN .......................................................................................................................... ............................... S
PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER, AND PAVING. ALL CHANGES OR VARIATIONS IN THE WORK, INCLUDING UTILITIES, ARE RECORDED. A COPY OF
12. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD SAID "AS- BUILT" DRAWINGS SHALL BE PROVIDED TO THE CITY OF ENCINITAS WHEN REQUESTED. PROP. SEWER MAN HOLE .......................................................................................................... ............................... -S S-
OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND 10. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM
SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER A BASE UTILITY MAP AND A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. HOWEVER, THE 19. MATERIAL OR DEBRIS SHALL NOT BE STORED OR REMAIN IN THE PUBLIC RIGHT OF WAY WITHOUT PROP. SEWER CLEANOUT .......................................................................................................... ............................... S _ 0
WORK WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITIES SHOWN HEREON APPROVAL BY THE CITY ENGINEER.
WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM DATE OF AND OTHERS WHICH ARE NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 20. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) NOTE: THE CONTRACTOR IS REQUIRED PROP. SEWER LATERAL .......................................................................................................... ............................... S
ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER, EXCEPTING 11. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL CONFIRMED BY FIELD TO OBTAIN A PERMIT FROM OSHA PRIOR TO COMMENCING CONSTRUCTION OF TRENCHES OF
ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT. MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS EXCAVATIONS WHICH ARE 5 FOOT OR DEEPER AND INTO WHICH A PERSON IS REQUIRED TO DESCEND. PROP. PCC PAVING SECTION ............................. ...............................
(POTHOLING) AND LOCATE ALL EXISTING UNDERGROUND FACILITIES IN THE PROJECT AREA SUFFICIENTLY AHEAD OF 21. THE SOILS REPORT TITLED "GEOTECHNICAL STUDY: ENCINITAS SEWER IMP STREET, C STREET,
13. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICTIONS, THE APPROPRIATE CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF PROP. AC PAVING SECTION ............................
EXISTING FACILITIES. AND THIRD STREET ENCINITAS CALIFORNIA' PREPARED BY VO ENGINEERING, DATED AUGUST 19, 2011, SHALL BE " " " " " """ "" ""'
BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER CONSIDERED AS PART OF THESE IMPROVEMENT PLANS. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE
LINES, AND PORTIONS OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT -OF -WAY 12. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY RECOMMENDATIONS AND SPECIFICATIONS IN SAID REPORT. PROP. AC OVERLAY .................................................................................. ...............................
OR EASEMENTS. FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. (858) 654 -8735.
B. THE CONTRACTOR SHALL NOTIFY THE AT &T COMMUNICATIONS COMPANY PRIOR TO STARTING WORK NEAR COMPANY 22• PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO THIS PROJECT CONSTRUCTION SITE THE CONTRACTOR PROP. SAWCUT LINE
14. FOR SEWER LATERIAL TABLE, SEE PLAN AND PROFILE SHEETS 3 THROUGH 23. FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. (858) 546 -3639. SHALL SUBMIT TO AND RECEIVE WRITTEN APPROVAL FROM THE CITY TRAFFIC ENGINEER FOR THE PROPOSED HAUL ............................ ............................... •.......................... ............................... ......................... -- - - - - --
ROUTE. THE CONTRACTOR SHALL COMPLY WITH THE CONDITIONS AND REQUIREMENTS THE CITY TRAFFIC ENGINEER
C. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK NEAR COMPANY MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. `E 1500
15. ALL NEW SEWER MAINS LESS THAN 36" IN DIAMETER SHALL BE INSPECTED BY CLOSED FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 760 - 633 -2793. INVERT ELEVATION ............................................................................................................................ ...............................
CIRCUIT TELEVISION AFTER COMPLETION OF TRENCHING BACKFILL AND FINISHED D THE CONTRACTOR SHALL NOTIFY THE COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK NEAR COMPANY 23 L RESIDENTS
PRIO R AND BUSINESS S THAT ARE
ER
AFFECTED WATER SERVICES. PROJECT, SHALL BE NOTIFIED A MINIMUM OF F� 15,00
D. 72
GRADING BUT PRIOR TO PLACEMENT OF PAVEMENT OR PERMANENT TRENCH FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES FINISH GRADE ELEVATION ........................................................................................................ ...............................
. TAR 266 -5438.
RESURFACING. CONTRACTOR SHALL PROVIDE FOR TELEVISION INSPECTION AND SHALL 24. CONTRACTOR SHALL NOTIFY SDWD 7 DAYS PRIOR TO EXCAVATION OF SEWER MANHOLE. SDWD TO BE PRESENT DURING FLOWLINE ELEVATION ..................................................... ............................................................... ............................... F� 15•
GIVE THE CITY A COPY OF THE VIDEO AFTERWARDS. PROJECT WILL NOT BE ACCEPTED AND RETENTION E. THE CONTRACTOR SHALL NOTIFY THE SAN ELIJO JPA COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES EXCAVATION.
.
MONIES RELEASED UNTIL CITY HAS RECEIVED THE CCTV VIDEO OF THE ENTIRE NEW SEWER SYSTEM. (RECLAIMED WATER) AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 760 - 753 -6203 (EXT. 70) TOP OF CURB ELEVATION-. ...................................................................................................... ...............................
(SEE STANDARD SPECIFICATION (2012 GREENBOOK) SECTION 306 -1.4.1 AND 500 -1.15) 0
�ESSI 15 0
� NOTE TO CONTRACT�flR TOP of GRATE ..........................................................................................................:........ ........_...................._�
°' .... w SAN DIEGUITO WATER DISTRICT CAR(
u
THE LOCATIONS AND SIZES OF THE EXISTING UTILITIES SHOWN HEREON HAVE BEEN OBTAINED FROM AVAILABLE 0 75.0
�, o FN RECORDS AND ARE SHOWN FOR THE BENEFIT OF THE CONTRACTOR. ACTUAL LOCATIONS AND SIZES MUST BE EXIST. GRADE . ............................... ........................................................................... ............................... 6
J No. 58619 M H VERIFIED BY THE CONTRACTOR BY POTHOLING PRIOR TO CONSTRUCTION. IT IS THE CONTRACTORS TOP OF CLEANO. UI ........................... ............................... SOP X5.00
Alik L J, P 2/31/12 Q RESPONSIBILITY TO TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL UNDERGROUND AND - --------------------- . - - - - -- --
,A C1V1� OVERHEAD STRUCTURES WHETHER SHOWN OR NOT ON THESE DRAWINGS. RIM ELEVATION RAN jg00
_ REVIEWED BY DATE: F O
SAN DHGO,OCA 92� (858) 715 -1424 FAX SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED OF CAV�F
REVISIONS APPVYED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY I DRAWN BY CHECNKIED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
-1 I ER i A5- Uri 7- Im/I 1 BENCHMARK: POINT NO.: 1032 STATION NAME: ENC -32 PLANS PREPARED UNDER SUPERVISION OF RECOM NDED APPROVED
AS-191nLT 46" DESCRIPTION: 2" SO. CO. ENG. DEPT. BRASS DISC.
HORIZONTAL DATE: 70 �+ ' ES -362
BY:
BY: SECOND STREET
LOCATION: TOP OF CURB EAST SIDE OF VULCAN AVE.,�
200 FEET NORTH OF 'E' STREET. VERTICAL R.C.E. NO. 58619 DEAL R.C. .423 71 GR G SHI , R.C.E. 30869
EDWIN C. REESE EXP. 12/31/12 DA 6 DATE: "�� « SEWER IMPROVEMENTS
ELEVATION: 92.004 FEET DATUM: NAVD 88 WORK PROJECT NO. CEE08B SHEET 1 OF 23
.•_
g P.1111,
(CONT)
B. NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING
UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER:
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR
STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF
UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
a. SEWERS - ENCINITAS SANITARY DIVISION
b. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC
c. WATER - SAN DIEGUITO WATER DISTRICT (800)422 -4133 DIG ALERT
d. TELEPHONE - AT &T
e. CABLE TV - COX CABLE
f. RECLAIMED WATER - SAN ELIJO JPA
2. THE CONTRACTOR SHALL GIVE 48 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT 1- 800 - 422 -4133) NOT LESS THAN TWO
(2) WORKING DAYS PRIOR TO CONDUCTING ANY EXCAVATION WORK ON THIS PROJECT. THIS REQUIREMENT SHALL EXTEND
0 EXCAVATION WORK CONDUCTED WITHIN THE PUBLIC RIGHT -OF -WAY AND EXCAVATION WORK CONDUCTED ON PRIVATE
PROPERTY. USA WILL PROVIDE THE CALLER WITHE AN "INQUIRY IDENTIFICATION NUMBER" WHICH WILL SERVE AS PROOF OF
THE TIME AND DATE THAT THE CALL WAS MADE. CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING THIS NUMBER
AND PROVIDING IT TO THE OWNER OR HIS REPRESENTATIVE UPON DEMAND. NO ENCROACHMENT PERMIT SHALL BE VALID
UNTIL THIS NUMBER HAS BEEN OBTAINED RUSUANT TO SECTION 4216 OF THE GOVERNMENT CODE.
C. GRADING
1. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT
PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO
FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS
UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED
2. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE
WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE
REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS
SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 92 PERCENT. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN
STRICT ACCORDANCE WITH SPECIFICATIONS.
3. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACES
AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED,
PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT
SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND
TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE
4. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED AND
HAULED OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN
CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF
LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR
TO THE DISPOSAL OF ANY SUCH MATERIAL.
5. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THROUGHOUT THE DURATION OF
THE PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL CONFORM TO SECTION 7 -8 OF THE
STANDARD SPECIFICATIONS.
D. EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG SHIELDS AT (760)633 -2778.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES
DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN
IS IMMINENT.
3. CONTRACTOR SHALL PROVIDE A 24 -HOUR TELEPHONE NUMBER AND NAME OF PERSON RESPONSIBLE
FOR EMERGENCY WORK.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE
SATISFACTION OF THE CITY ENGINEER AFTER RUN -OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED
BY THE CITY'S QUALIFIED SWPPP DEVELOPER(QSD) DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN
CIRCUMSTANCES WHICH MAY ARISE.
6. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED STORM WATER POLUTION PREVENTION PLAN
(SWPPP) SHALL BE INCORPORATED HEREON.
7. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE
AT THE CONCLUSION OF EACH WORK DAY.
8. ALL REMOVABLE PROTECTIVE DEVICES SHOWN ON THE STORM WATER POLUTION PREVENTION PLAN (SWPPP)
SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN FIVE (5 ) DAY RAIN PROBABILITY FORECAST
EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE OF THE EROSION
CONTROL DEVICES AS NECESSARY.
D. EROSION CONTROL(CONT)
17. ALL UTILITY TRENCHES SHALL BE BACK FILLED WITHIN 24 HOURS AND MUST BE BACK FILLED BEFORE THE END OF
WORK DAY IF A 40 PERCENT, OR GREATER, CHANGE OF RAIN IS PREDICTED.
18. A GRAVEL BAG SILT BASIN OR TRAP SHALL BE PROVIDED AT EVERY STORM DRAIN INLET TO PREVENT SEDIMENT
FROM ENTERING THE STORM DRAIN SYSTEM.
19. PROVIDED VELOCITY CHECK DAMS IN ALL UNPAVED STREET AREAS AT THE INTERVALS INDICATED BELOW. VELOCITY
CHECK DAMS MAY BE CONSTRUCTED OF GRAVEL BAGS, TIMBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED
BY THE CITY ENGINEER AND SHALL EXTEND HALF WAY ACROSS THE STREET AT RIGHT ANGLES TO THE CENTERLINE.
EARTH DIKES MAY NOT BE USED AS VELOCITY CHECK DAMS. CHECK DAM INSTALLATION SHALL PROVIDE FOR THE
PREVENTION OF EROSION AROUND THE ENDS OF THE DAM.
GRADE OF THE STREET INTERVAL
LESS THAN 2% AS REQUIRED
2% TO 4% 100 FEET
4% TO 10% 50 FEET
OVER 10% 25 FEET
20. THE CITY HAS PREPARED A STORM WATER POLLUTION PREVENTION PLAN(SWPPP) WHICH IS INCLUDED IN
THE CONTRACT DOCUMENTS FOR THIS PROJECT. DEVICES SHOWN IN THE SWPPP SHALL NOT BE MOVED OR
MODIFIED WITHOUT APPROVAL OF THE CITY'S QUALIFIED SWPPP DEVELOPER (QSD)
21. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVISES TO WORKING ORDER TO THE
SATISFACTION OF THE CITY'S QUALIFIED SWPPP PRACTITIONER(QSP) OR CITY INSPECTOR.
F. IMPROVEMENTS
1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN
THE STREET RIGHT -OF -WAY AT NO COST TO THE CONTRACTOR.
2. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION
OUTSIDE THE PROJECT BOUNDARY.
3. ALL UNDERGROUND UTILITIES WITHIN THE RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED
PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING.
4. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD
MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS
AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS
ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES.
G. CONTRACTOR'S RESPONSIBILITIES
1. THE CONTRACTOR SHALL ENFORCE ALL SAFETY MEASURES. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN
ALL SAFETY DEVICES AS APPROVED BY THE CITY ENGINEER, INCLUDING SHORING, AND SHALL BE SOLELY
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS,
AND REGULATIONS.
2. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE
COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONUMENTATION AND /OR ANY BENCHMARKS WHICH WILL BE
DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH
APPROPRIATE MONUMENTATION SET BY A STATE OF CALIFORNIA LICENSED LAND SURVEYOR OR A REGISTERED
CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS
APPROPRIATE, SHALL BE FILED BY THE STATE OF CALIFORNIA LICENSED LAND SURVEYOR OR REGISTERED CIVIL
ENGINEER, AS REQUIRED BY THE LAND SURVEYORS ACT.
4. THE LOCATION OF EXISTING BUILDINGS SHOWN ON THESE PLANS ARE APPROXIMATE.
5. THE CONTRACTOR IS RESPONSIBLE TO POTHOLE AND LOCATE ALL EXISTING SUBSURFACE UTILITIES, PRIOR TO
THE START OF DEMOLITION OR CONSTRUCTION. ANY EXISTING UTILITIES THAT REQUIRE REMOVAL OR RELOCATION
SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY AGENCY PRIOR TO THE BEGINNING OF CONSTRUCTION.
IF DURING POTHOLING THE CONTRACTOR DISCOVERS A POTENTIAL CONFLICT BETWEEN PROPOSED UTILITIES AND
EXISTING UTILITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CITY. THE CONTRACTOR SHALL ALLOW
AMPLE TIME FOR REVISIONS TO BE MADE TO THE PLANS TO AVOID CONFLICTS PRIOR TO THE START OF UTILITY
INSTALLATION.
6. THE CONTRACTOR SHALL REQUEST MARKOUT OF EXISTING UNDERGROUND UTILITIES BY CALLING THE LISTED
REGIONAL NOTIFICATION CENTER FOR AN INQUIRY IDENTIFICATION NUMBER, AT LEAST (3) DAYS PRIOR TO START
OF ANY CONSTRUCTION.
10. ALL EROSION CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ONSITE AND TO SAFELY
DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY THE PROJECT SHALL BE INSTALLED WHEN
THE 5 -DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT.
11. TEMPORARY EROSION CONTROL DEVICES SHOWN ON THE APPROVED STORM WATER POLUTION PREVENTION PLAN(SWPPP)
WHICH INTERFERE WITH WORK SHALL BE RELOCATED OR MODIFIED AS THE WORK PROGRESSES AS RECOMMENDED BY
THE ENGINEER OF WORK AND AS APPROVED BY THE CITY'S QUALIFIED SWPPP DEVELOPER(QSD).
12. EROSION CONTROL SYSTEMS SHALL BE SERVICED AND MAINTAINED TO PROVIDE CONTINUOUS
CAPACITY AND ADEQUACY TO FUNCTION AS DESIGNED. AFTER PRECIPITATION EXCEEDING
ONE- QUARTER (1/4) INCH IN ANY 12 -HOUR PERIOD, OR UPON THE DIRECTION OF THE CITY ENGINEER,
SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS AND DESILTING BASINS, BASINS PUMPED.
DRY AND OTHERWISE RESTORED TO THE ORIGINAL DESIGN CONDITION.
13. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS
INTO AREAS WHERE IMPOUND WATER CREATES A HAZARDOUS CONDITION. NECESSARY PRECAUTIONS MAY INCLUDE,
BUT NOT BE LIMITED TO, APPROPRIATE PERIMETER FENCING OR A 24 -HOUR GUARD PREVENTING UNAUTHORIZED
PERSONS FROM ENTERING THE BASINS.
14. PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED IN A NEAT AND CLEAN CONDITION,
FREE OR LOOSE SOIL, CONSTRUCTION DEBRIS, AND TRASH. STREET SWEEPING OR OTHER EQUALLY EFFECTIVE
MEANS SHALL BE USED TO CLEAN STREETS EXCEPT FOR THE REMOVAL OF FINE MATERIAL NOT OTHERWISE REMOVED
BY SWEEPING OR OTHER MECHANICAL MEANS.
15. STANDBY CREWS SHALL BE ALERTED BY THE CONTRACTOR FOR EMERGENCY WORK DURING RAINSTORMS.
16. GRAVEL BAGS AND NECESSARY MATERIALS IN ACCORDANCE WITH THE APPROVED STORM WATER POLUTION PREVENTION
PLAN(SWPPP), SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONS RUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS
IMMINENT. A STANDBY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON.
7910 CONVOY COURT ,
SAN DIEGO, CA 92111
REVISIONS
(858) 715-1420
(858) 715 -1424 FAX
APEHOVED DATE I REFERENCES
TRENCH WIDTH
MATCH EXIST. PCC PAVEMENT SEE SPECS. MATCH EXIST. PCC PAVEMENT
6" MIN.
BOTH SIDES
MAGNETIC TAPE FOR
SEWER INSTALLATION
APPROVED NATIVE -
BACKFILL
SAND BEDDING WITH -
SAND EQUIVALENT (SE)
OF 30 OR GREATER
3" MIN. PCC (520 -C -2500 CONCRETE)
SUBGRADE 95% RELATICE COMPACTION, IN
ACCORDANCE WITH SECT. 301 -1 OF THE
GREENBOOK" STANDARD SPECIFICATIONS
SEWER LINE PER PLAN
DATE BENCHMARK
BENCHMARK: POINT NO.: 1032 STATION NAME: ENC -32
DESCRIPTION: 2" SD. CO. ENG. DEPT. BRASS DISC.
LOCATION: TOP OF CURB EAST SIDE OF VULCAN AVE.,
200 FEET NORTH OF 'E' STREET.
TRENCH DETAIL -SEWER IN ALLEY
UNDER PCC PAVEMENT
Q AL
SCALE
HORIZONTAL
VERTICAL
SPECIAL DISTRICT
f i�:? +.
acuTgm B 9
1-611
1.�
7' r
r
2" (BOTH SIDES)
� 7 I' 3 h771 1 I
q,
.• .; r
SAND BEDDING WITH
� 1=1412;
:LIT. II -�1!T
•I -f.• 7 1h NI. '7"
SAND EQUIVALENT(SE)
PIPE BEDDING AND BACKFILL
x
OR 30 OR GREATER
NAPPED MAX. CRUSHED ROCK,
r
b
WRAPPED WITH MIRAFI 140N
I
FILTER FABRIC OR APPROVED
EQUIVALENT
(PER RECOMMENDATIONS
Imo(
41 •.1
�����.
IN GEOTECHNICAL STUDY)
V44: .7 d�I
+
NOTE: FOR DEPTHS UP TO 5' NO TRENCH SUPPORT IS
REQUIRED
UNLESS WET, UNSTABLE, OR RUNNING SOIL
IS ENCOUNTERED. FOR DEPTHS EXCEEDING 5' SHORING OR SOLID
SHEATHING IS REQUIRED. WHERE WET,
UNSTABLE, OR RUNNING SOIL IS ENCOUNTERED,
SHORING
OR SOLID
SHEATHING IS REQUIRED. i
DATE BENCHMARK
BENCHMARK: POINT NO.: 1032 STATION NAME: ENC -32
DESCRIPTION: 2" SD. CO. ENG. DEPT. BRASS DISC.
LOCATION: TOP OF CURB EAST SIDE OF VULCAN AVE.,
200 FEET NORTH OF 'E' STREET.
TRENCH DETAIL -SEWER IN ALLEY
UNDER PCC PAVEMENT
Q AL
SCALE
HORIZONTAL
VERTICAL
SPECIAL DISTRICT
f i�:? +.
acuTgm B 9
1-611
1.�
7' r
r
��j-,
� 7 I' 3 h771 1 I
!1
!
.• .; r
:rte. .il.
� 1=1412;
:LIT. II -�1!T
•I -f.• 7 1h NI. '7"
i I i
r
I
PRO 40 MANHOLE (OR APPROVED EQUAL)
BY UNDERGROUND TECHNOLOGIES
1808 ASTON AVE., STE 180
CARLSBAD, CA
(760) 496 -0072
C
STA 16 +30.97 AND STA 18 +72.31 ONLY (SEE SHEET 22)
NO SCALE
PRO 40 PLASTIC MANHOLE NOTE:
PERSUANT TO THE DIRECTION FROM THE CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT, TWO(2) PILOT
TEST PLASTIC MANHOLES WILL BE INSTALLED AT THE UPSTREAM END OF SEWER LINE "H." THESE WILL BE
INSTALLED IN LIEU OF THE STANDARD CONCRETED MANHOLES USUALLY CONSTRUCTED. THE UTILITY AND
MANTENANCE DIVISION OF THE CITY WILL BE EVALUATING THESE PILOT TEST PLASTIC MANHOLES FOR
SETTLEMENT, ROOT INTRUSION AND DURABILITY FOR ACCEPTANCE AND POSSIBLE FUTURE ADDITION TO THE
CITY'S APPROVED MATERIALS LIST. IF THE PERFORMANCE OF EITHER MANHOLE IS DEEMED TO BE
UNACCEPTABLE TO THE CITY, THE PRODUCT WILL BE REPLACED WITH APPROVED STANDARD CONCRETE
MANHOLES.
1 -1/2" COLD PLANE
1 -1/2" A.C. OVERLAY
TYPE III C2- PG64 -28TR)
BEFORE OVERLAY
TACK COAT EXISTING SURFACE
TYPICAL BOTH SIDES
1Y ,1001 N& MIMAXBM
w N0. 58619 ^�
iP Exp. 12/31 /12 Q
9 C /V1v
lF OF CAL��`��
12" BOTH SIDES
EXCEPT WHEN NEXT
TO GUTTER, THEN TO
LIP OF GUTTER
APPROVED NATIVE
BACKFILL
SAND BEDDING WITH -
SAND EQUIVALENT (SE)
OF 30 OR GREATER
INSTALL "TRUEPAVE"
OR APPROVED EQUAL
TRENCH WIDTH MATCH EXIST. PAVEMENT
SEE SPECS.
4" AC (TYPE III C2- PG64 -28TR)
PER SOILS REPORT
7" CLASS II AGGREGATE BASE
PER SOILS REPORT
MAGNETIC TAPE FOR
SEWER INSTALLATION
LINE PER PLAN
8 " -12" (BOTH SIDES)
GRANULAR SOIL WITH
SAND EQUIVALENT(SE)
PIPE BEDDING AND BACKFILL- OR 30 OR GREATER
3/4" MAX. CRUSHED ROCK
WRAPPED WITH MIRAFI 140N
FILTER FABRIC OR APPROVED
EQUIVALENT
(PER RECOMMENDATIONS
IN GEOTECHNICAL STUDY)
� s
b y.
NOTE: FOR DEPTHS UP TO 5' NO TRENCH SUPPORT IS REQUIRED UNLESS WET, UNSTABLE, OR RUNNING SOIL
IS ENCOUNTERED. FOR DEPTHS EXCEEDING 5' SHORING OR SOLID SHEATHING IS REQUIRED. WHERE WET,
UNSTABLE, OR RUNNING SOIL IS ENCOUNTERED, SHORING OR SOLID SHEATHING IS REQUIRED.
TRENCH DETAIL -SEWER
UNDER AC
NO
PLANS PREPARED UNDER SUPERVISION OF
DATE: /O 04 PI:..
R.C.E. N0. 58619
EDWIN C. REESE
EXP. 12/31/12
APPROVALS
RECOM ENDED APPROVED
7, j BY: BY: I IN
DEA R.C.E. 971 GREG SHI R.C.E. 30869
DATE�,J� DATE: ��• I�Z--
CONSTRUCTION NOTES
a- CONSTRUCT SEWER MANHOLE PER S.D.R.S.D. SM -01 AND SM -03. ALL MANHOLE
SHALL BE COATED AND LINED PER S.D.R.S.D. SM -07 EXCEPT DELETE NOTE #2
IN S.D.R.S.D. SM -07.
ABANDON IN PLACE EXISTING SEWER
FILL ABANDONED LINE WITH CEMENT /SAND SLURRY
O- EXISTING SEWER MANHOLE TO BE REMOVED
SAWCUT LINE /TRENCHING PER DETAIL, SHEET 2
EXISTING SEWER MANHOLE TO BE ABANDONED IN PLACE REMOVE RISER
SECTIONS TO 2' MIN. BELOW NEW SEWER MAIN. 2 SACK CEMENT /SAND
SLURRY REMAINING SECTIONS OF MANHOLE. PER S.D.R.S.D. SM -08.
O- PROPOSED 12" SEWER MAIN CROSSING EXISTING 12" WATER MAIN.
O- EXISTING SEWER MAIN TO BE REMOVED
SEE PROFILE
O- PROPOSED 12" SEWER MAIN CROSSING EXISTING 6" WATER MAIN.
SEE PROFILE
PROPOSED 12" SEWER MAIN CROSSING EXISTING 54" STORMDRAIN.
SEE PROFILE
10 PROPOSED 12" SEWER MAIN CROSSING EXISTING 24" STORMDRAIN.
SEE PROFILE
11 JACK AND BORE 24" STEEL CASING (3/8 INCH WALL THICKNESS) UNDERNEATH
EXISTING DOUBLE BOX CULVERT (SEE NOTE). INSTALL PROPOSED 12" PVC
(SDR -35) SEWER THROUGH STEEL CASING. STEEL CASING SHALL BE
CATHODICALLY PROTECTED WITH TWO ANODE STATIONS. ANNULAR SPACE
BETWEEN CASING AND PIPE SHALL BE FILLED WITH TWO SACK CEMENT SAND
SLURRY.
12 PROPOSED 12" SEWER MAIN CROSSING 8" WATER MAIN.
SEE PROFILE
13 PROPOSED 12" SEWER MAIN CROSSING EXISTING 18" STORMDRAIN.
SEE PROFILE
14 PROPOSED 8" SEWER MAIN CROSSING EXISTING 54" STORMDRAIN.
SEE PROFILE
15 PROPOSED 12" SEWER MAIN CROSSING EXISTING 1" GAS MAIN.
SEE PROFILE
16 PROPOSED 12" SEWER MAIN CROSSING EXISTING 12" WATER MAIN,
SEE PROFILE
17 PROPOSED 8" SEWER MAIN CROSSING EXISTING WATER LATERAL.
SEE PROFILE
18 CONTRACTOR TO PROTECT IN PLACE EXISTING WATER METER AND MAINTAIN WATER SERVICE
DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH SDWD PRIOR TO
CONSTRUCTION.
19 PROPOSED 8" SEWER MAIN CROSSING EXISTING GAS LATERAL.
SEE PROFILE
20 PROPOSED 8" SEWER MAIN CROSSING EXISTING 12" STORMDRAIN.
SEE PROFILE
21 PROPOSED 8" SEWER MAIN CROSSING EXISTING. 8" WATER MAIN,
SEE PROFILE
22 PROPOSED 8" SEWER MAIN CROSSING EXISTING. 2" GAS MAIN.
SEE PROFILE
23 INSTALL CUT -OFF WALL PER S.D.R.S.D. SP -07.
@)_ INSTALL BACKWATER DEVICE (PRIVATE) ON SEWER LATERAL PER DETAIL SHEET 22.
25 INSTALL WATER TIGHT MANHOLE INSERT "PARSONS ENVIRONMENTAL"
OR APPROVED EQUAL.
26 CONTRACTOR TO REPLACE THEROPLASTIC AND LANE STRIPING.
27 CONTRACTOR TO SAWCUT AND REPLACE CONCRETE CROSS GUTTER
PER S.D.R.S.D. G -12 AND G -10.
28 EXCAVATE AND CONSTRUCT JACKING AND RECEIVING SHAFT FOR JACK AND BORE
OR MICROTUNNEL PIPE INSTALLATIONS (PRELIMINARY LOCATION SUBJECT TO
CHANGE DURING CONSTRUCTION). REPLACE AC PAVEMENT AND CLASS it AGG.
BASE PER STRUCTURAL SECTION SHOWN ON TRENCH DETAIL ON SHEET 2.
29 CONTRACTOR TO 2 SACK CEMENT /SAND SLURRY SECTIONS OF THE EXISTING
CHIMNEY THAT ARE BELOW THE PROPOSED SEWER MAIN. ALL EXISTING SEWER
LATERALS TO BE REPLACED WITH NEW SEWER LATERALS AND CONNECTED TO
NEW SEWER MAIN.
30 REMOVE EXISTING CHIMNEY. ALL EXISTING LATERALS TO BE REPLACED WITH
NEW SEWER LATERALS AND CONNECTED TO NEW SEWER MAIN.
31 CONTRACTOR TO SAWCUT, REMOVE AND REPLACE SECTION OF ALLEY APRON
PER S.D.R.S.D. G -17.
32 INSTALL 'PRO 40' SEWER MANHOLE PER DETAIL THIS SHEET
33 CONSTRUCT 1 -1/2 INCH DEPTH TYPE III 'C -2' PG64 -28TR AC OVERLAY,
COLD PLANED PER PROJECT SPECIFICATIONS AND FEATHERED TO MEET
EXISTING PAVEMENT. APPLY SS -1H TACK COAT PRIOR TO OVERLAY.
34 CONSTRUCT DROP SEWER MANHOLE PER W.A.S. SM -09 & SM -10. ALL MANHOLES
SHALL BE COATED AND LINED PER S.D.R.S.D. SM -07 EXCEPT DELETE NOTE #2
FROM S.D.R.S.D. SM -07.
35 INSTALL 12" CENTRIFUGALLY CAST FIBERGLASS REINFORCED PLASTIC
MORTAR (FRP) MICROTUNNELING PIPE OR 12" POLYMER CONCRETE (PC)
MICROTUNNELING PIPE. PIPE MATERIAL TO BE DETERMINED BY THE CITY
ENGINEER AFTER BIDS ARE ACCEPTED.
36 CONTRACTOR TO POTHOLE AREA BEFORE EXCAVATION AND TO PROTECT /SHORE
EXISTING UNDERGROUND ELECTRIC PACKAGE IN PLACE WITH A QUALIFIED
STAND -BY CREW. COORDINATE W/ SDG &E.
37 PROTECT IN PLACE EXISTING SDG &E CABLE POLE. CONTRACTOR
SHALL COORDINATE WITH SDG &E PRIOR TO CONSTRUCTION.
38 CONTRACTOR SHALL NOTIFY SDWD 7 DAYS PRIOR TO EXCAVATION
OF SEWER MANHOLE. SDWD TO BE PRESENT DURING EXCAVATION AND BACKFILL.
39 4 -INCH DIG OUT PER MARK OUTS IN THE ALLEY.
40 EXCAVATE DOWN 1 FOOT AND INSTALL 5" TYPE III C2 PG 64 -28
TR AC ON 7" CLASS it AGGREGATE BASE.
&__ NEW SEWER LATERALS PER S.D.R.S.D. SS -01, SS -02 AND SS -03.
CITY OF
WORK PROJECT NO. CEEOSB
C I N I TA S ENGINEERING DEPARTMENT 1 DRAWING NO.
SECOND STREET
SEWER IMPROVEMENTS
N
0
r
0
rn
0
ES -362 0
z
SHEET 2 OF 23 0
w
m
0
O
r
/ I I �] �'
Imo(
41 •.1
�����.
V44: .7 d�I
+
?♦
�-
,II I
III I A
C
STA 16 +30.97 AND STA 18 +72.31 ONLY (SEE SHEET 22)
NO SCALE
PRO 40 PLASTIC MANHOLE NOTE:
PERSUANT TO THE DIRECTION FROM THE CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT, TWO(2) PILOT
TEST PLASTIC MANHOLES WILL BE INSTALLED AT THE UPSTREAM END OF SEWER LINE "H." THESE WILL BE
INSTALLED IN LIEU OF THE STANDARD CONCRETED MANHOLES USUALLY CONSTRUCTED. THE UTILITY AND
MANTENANCE DIVISION OF THE CITY WILL BE EVALUATING THESE PILOT TEST PLASTIC MANHOLES FOR
SETTLEMENT, ROOT INTRUSION AND DURABILITY FOR ACCEPTANCE AND POSSIBLE FUTURE ADDITION TO THE
CITY'S APPROVED MATERIALS LIST. IF THE PERFORMANCE OF EITHER MANHOLE IS DEEMED TO BE
UNACCEPTABLE TO THE CITY, THE PRODUCT WILL BE REPLACED WITH APPROVED STANDARD CONCRETE
MANHOLES.
1 -1/2" COLD PLANE
1 -1/2" A.C. OVERLAY
TYPE III C2- PG64 -28TR)
BEFORE OVERLAY
TACK COAT EXISTING SURFACE
TYPICAL BOTH SIDES
1Y ,1001 N& MIMAXBM
w N0. 58619 ^�
iP Exp. 12/31 /12 Q
9 C /V1v
lF OF CAL��`��
12" BOTH SIDES
EXCEPT WHEN NEXT
TO GUTTER, THEN TO
LIP OF GUTTER
APPROVED NATIVE
BACKFILL
SAND BEDDING WITH -
SAND EQUIVALENT (SE)
OF 30 OR GREATER
INSTALL "TRUEPAVE"
OR APPROVED EQUAL
TRENCH WIDTH MATCH EXIST. PAVEMENT
SEE SPECS.
4" AC (TYPE III C2- PG64 -28TR)
PER SOILS REPORT
7" CLASS II AGGREGATE BASE
PER SOILS REPORT
MAGNETIC TAPE FOR
SEWER INSTALLATION
LINE PER PLAN
8 " -12" (BOTH SIDES)
GRANULAR SOIL WITH
SAND EQUIVALENT(SE)
PIPE BEDDING AND BACKFILL- OR 30 OR GREATER
3/4" MAX. CRUSHED ROCK
WRAPPED WITH MIRAFI 140N
FILTER FABRIC OR APPROVED
EQUIVALENT
(PER RECOMMENDATIONS
IN GEOTECHNICAL STUDY)
� s
b y.
NOTE: FOR DEPTHS UP TO 5' NO TRENCH SUPPORT IS REQUIRED UNLESS WET, UNSTABLE, OR RUNNING SOIL
IS ENCOUNTERED. FOR DEPTHS EXCEEDING 5' SHORING OR SOLID SHEATHING IS REQUIRED. WHERE WET,
UNSTABLE, OR RUNNING SOIL IS ENCOUNTERED, SHORING OR SOLID SHEATHING IS REQUIRED.
TRENCH DETAIL -SEWER
UNDER AC
NO
PLANS PREPARED UNDER SUPERVISION OF
DATE: /O 04 PI:..
R.C.E. N0. 58619
EDWIN C. REESE
EXP. 12/31/12
APPROVALS
RECOM ENDED APPROVED
7, j BY: BY: I IN
DEA R.C.E. 971 GREG SHI R.C.E. 30869
DATE�,J� DATE: ��• I�Z--
CONSTRUCTION NOTES
a- CONSTRUCT SEWER MANHOLE PER S.D.R.S.D. SM -01 AND SM -03. ALL MANHOLE
SHALL BE COATED AND LINED PER S.D.R.S.D. SM -07 EXCEPT DELETE NOTE #2
IN S.D.R.S.D. SM -07.
ABANDON IN PLACE EXISTING SEWER
FILL ABANDONED LINE WITH CEMENT /SAND SLURRY
O- EXISTING SEWER MANHOLE TO BE REMOVED
SAWCUT LINE /TRENCHING PER DETAIL, SHEET 2
EXISTING SEWER MANHOLE TO BE ABANDONED IN PLACE REMOVE RISER
SECTIONS TO 2' MIN. BELOW NEW SEWER MAIN. 2 SACK CEMENT /SAND
SLURRY REMAINING SECTIONS OF MANHOLE. PER S.D.R.S.D. SM -08.
O- PROPOSED 12" SEWER MAIN CROSSING EXISTING 12" WATER MAIN.
O- EXISTING SEWER MAIN TO BE REMOVED
SEE PROFILE
O- PROPOSED 12" SEWER MAIN CROSSING EXISTING 6" WATER MAIN.
SEE PROFILE
PROPOSED 12" SEWER MAIN CROSSING EXISTING 54" STORMDRAIN.
SEE PROFILE
10 PROPOSED 12" SEWER MAIN CROSSING EXISTING 24" STORMDRAIN.
SEE PROFILE
11 JACK AND BORE 24" STEEL CASING (3/8 INCH WALL THICKNESS) UNDERNEATH
EXISTING DOUBLE BOX CULVERT (SEE NOTE). INSTALL PROPOSED 12" PVC
(SDR -35) SEWER THROUGH STEEL CASING. STEEL CASING SHALL BE
CATHODICALLY PROTECTED WITH TWO ANODE STATIONS. ANNULAR SPACE
BETWEEN CASING AND PIPE SHALL BE FILLED WITH TWO SACK CEMENT SAND
SLURRY.
12 PROPOSED 12" SEWER MAIN CROSSING 8" WATER MAIN.
SEE PROFILE
13 PROPOSED 12" SEWER MAIN CROSSING EXISTING 18" STORMDRAIN.
SEE PROFILE
14 PROPOSED 8" SEWER MAIN CROSSING EXISTING 54" STORMDRAIN.
SEE PROFILE
15 PROPOSED 12" SEWER MAIN CROSSING EXISTING 1" GAS MAIN.
SEE PROFILE
16 PROPOSED 12" SEWER MAIN CROSSING EXISTING 12" WATER MAIN,
SEE PROFILE
17 PROPOSED 8" SEWER MAIN CROSSING EXISTING WATER LATERAL.
SEE PROFILE
18 CONTRACTOR TO PROTECT IN PLACE EXISTING WATER METER AND MAINTAIN WATER SERVICE
DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH SDWD PRIOR TO
CONSTRUCTION.
19 PROPOSED 8" SEWER MAIN CROSSING EXISTING GAS LATERAL.
SEE PROFILE
20 PROPOSED 8" SEWER MAIN CROSSING EXISTING 12" STORMDRAIN.
SEE PROFILE
21 PROPOSED 8" SEWER MAIN CROSSING EXISTING. 8" WATER MAIN,
SEE PROFILE
22 PROPOSED 8" SEWER MAIN CROSSING EXISTING. 2" GAS MAIN.
SEE PROFILE
23 INSTALL CUT -OFF WALL PER S.D.R.S.D. SP -07.
@)_ INSTALL BACKWATER DEVICE (PRIVATE) ON SEWER LATERAL PER DETAIL SHEET 22.
25 INSTALL WATER TIGHT MANHOLE INSERT "PARSONS ENVIRONMENTAL"
OR APPROVED EQUAL.
26 CONTRACTOR TO REPLACE THEROPLASTIC AND LANE STRIPING.
27 CONTRACTOR TO SAWCUT AND REPLACE CONCRETE CROSS GUTTER
PER S.D.R.S.D. G -12 AND G -10.
28 EXCAVATE AND CONSTRUCT JACKING AND RECEIVING SHAFT FOR JACK AND BORE
OR MICROTUNNEL PIPE INSTALLATIONS (PRELIMINARY LOCATION SUBJECT TO
CHANGE DURING CONSTRUCTION). REPLACE AC PAVEMENT AND CLASS it AGG.
BASE PER STRUCTURAL SECTION SHOWN ON TRENCH DETAIL ON SHEET 2.
29 CONTRACTOR TO 2 SACK CEMENT /SAND SLURRY SECTIONS OF THE EXISTING
CHIMNEY THAT ARE BELOW THE PROPOSED SEWER MAIN. ALL EXISTING SEWER
LATERALS TO BE REPLACED WITH NEW SEWER LATERALS AND CONNECTED TO
NEW SEWER MAIN.
30 REMOVE EXISTING CHIMNEY. ALL EXISTING LATERALS TO BE REPLACED WITH
NEW SEWER LATERALS AND CONNECTED TO NEW SEWER MAIN.
31 CONTRACTOR TO SAWCUT, REMOVE AND REPLACE SECTION OF ALLEY APRON
PER S.D.R.S.D. G -17.
32 INSTALL 'PRO 40' SEWER MANHOLE PER DETAIL THIS SHEET
33 CONSTRUCT 1 -1/2 INCH DEPTH TYPE III 'C -2' PG64 -28TR AC OVERLAY,
COLD PLANED PER PROJECT SPECIFICATIONS AND FEATHERED TO MEET
EXISTING PAVEMENT. APPLY SS -1H TACK COAT PRIOR TO OVERLAY.
34 CONSTRUCT DROP SEWER MANHOLE PER W.A.S. SM -09 & SM -10. ALL MANHOLES
SHALL BE COATED AND LINED PER S.D.R.S.D. SM -07 EXCEPT DELETE NOTE #2
FROM S.D.R.S.D. SM -07.
35 INSTALL 12" CENTRIFUGALLY CAST FIBERGLASS REINFORCED PLASTIC
MORTAR (FRP) MICROTUNNELING PIPE OR 12" POLYMER CONCRETE (PC)
MICROTUNNELING PIPE. PIPE MATERIAL TO BE DETERMINED BY THE CITY
ENGINEER AFTER BIDS ARE ACCEPTED.
36 CONTRACTOR TO POTHOLE AREA BEFORE EXCAVATION AND TO PROTECT /SHORE
EXISTING UNDERGROUND ELECTRIC PACKAGE IN PLACE WITH A QUALIFIED
STAND -BY CREW. COORDINATE W/ SDG &E.
37 PROTECT IN PLACE EXISTING SDG &E CABLE POLE. CONTRACTOR
SHALL COORDINATE WITH SDG &E PRIOR TO CONSTRUCTION.
38 CONTRACTOR SHALL NOTIFY SDWD 7 DAYS PRIOR TO EXCAVATION
OF SEWER MANHOLE. SDWD TO BE PRESENT DURING EXCAVATION AND BACKFILL.
39 4 -INCH DIG OUT PER MARK OUTS IN THE ALLEY.
40 EXCAVATE DOWN 1 FOOT AND INSTALL 5" TYPE III C2 PG 64 -28
TR AC ON 7" CLASS it AGGREGATE BASE.
&__ NEW SEWER LATERALS PER S.D.R.S.D. SS -01, SS -02 AND SS -03.
CITY OF
WORK PROJECT NO. CEEOSB
C I N I TA S ENGINEERING DEPARTMENT 1 DRAWING NO.
SECOND STREET
SEWER IMPROVEMENTS
N
0
r
0
rn
0
ES -362 0
z
SHEET 2 OF 23 0
w
m
0
O
r
AS -BUILT
0
N
J
U
LiL: 0LyyLl% L
SCALE: 1" = 20' HORIZ.
1" = 4' VERT.
V) ao + + z
t ._..a_ t r— , ..__.r it f �.. -`- -_ ..„°5_� - ;- .'-s._._..,_c— -i- - t.._.; - t�.a ._t �. + �i
_ ,II H
Fw
15 +00 SEWER LM ,A,
SEE 3
1
EXIST. 6" ACP WATER
ABANDONED i
t— W
IA]
1
MH
CO CO COYER
CO COVER AND CAN ,
PER SDRSD SC-01 I I
FINISH GRADE
-
WYE 10" x 8" `\ ••ks
ORS "x8" I
-60 PIPE SIZE 8" PVC
10" OR 8" + > < F
PER PLAN •' ,, �'`'.':'4'•, .
c • t "
-56 PIPE SIZE
1O" OR e" < • r . K
PER PLAN 1
< •C" < .
-52 CROSS, PVC, <• i f •< -�
OR 8" x 8 "/ ,+ .,,� , c.r. Y e. + �n
8 PVC 45' BEND �•< + i a ",• d '
_..2' MIN
-48 8" PVC 45' BEND
2 -SACK
2' SLURRY BACKFI.L
MIN DROP STRUCTURE
NOTES:
O1 MANHOLES INSTALLED IN EASEMENTS SHALL BE RAISED
MINIMUM If ABOVE FINISH GRADE. CLEANOUTS MAY BE
0 INSTALLED AT FINISH GRADE,
TO SCALE
_
3 - SCALE t" _
I
- _ _ _3_..
_; _; __ __
20' HORIZ
1" 4' VERT.
16 +00 SEWER LIB 'C 17 +00 18 +00 19 +00
SEE SHEET T 14 SE MM ST1*Er
EXIST: - -8" VC SEWS �r
fA 00 oo N
1 __ } ,�, w Z Z N N Of
_._ 41 Ii X J - _j � `r APN 258- 052 -12 Nid APN 258 - 035 -07
\ _ � 11 II
052 -04 M o
O N .
,t >�.. o v w �.i w r.-.�. R/ <• - -
=1774 ..... ._.. �i
. Pte. II II O Q to C .. fi �. I'' i u I _. O I 3
J
;t tt r -+ INOR LE= 41.92)11 i, PROPf 0 4 )i o `0
t can ign
I
Si
I
0 '` ✓ o AST i. =41.94 � C �. = t U' a _,
5 . -50.50 P , � 3 r ;
` 15 +5 ; L2 16 +Od° � ; 16+50 � `. +00 1715 L3 . 18 +00 I
S � i � � "? , rr ; ,; f l->-., � � —i � ,� 3'^r.,� , � � „r rte. �� ,, 28
I
PROS. -C.O. IC.,' -�- fs
1`.._, .. _ I I�
15 +12.6 LINE, A' , g ��., 15 °. o o
,- In 9 r 10 PROP.;C.O.
EXIST. OVERHEAD LINE _ o I ; "
4 10 +25.00 UNE�'K' i `� _ r 38 ' - �, _ __ _jR. 6 AC ATER
' = M.H. NO 4 DROP M.HI ' ' PR _ _ _. = _ .._.._._.._.__ _ _ , EXIST. 2 ,STORMDRKIN j ' E. 10" ESQ R
3 — —
36 „ j 2 " 'C' SEEZ 2 O I $1d p'
/. 5 S 21 S EXIST. 1j0 SVC SEWER - n ' EXIST 1(7 ESVCG1Ef$ ° 11 0 7 10 +50
— 5): S S 1 --,54.
g [
.�.. &v .n..,P,..,_,,. .__- _�_...,. W .—._ ....d_� .— w t,,jti -ter _ -'mm -� _._,.. m. _. I- r
_..�_ _. 5 f I a' 8 +72 57 W
EXIST. 6 ACP WATER - - �rI 3 0
EXIST. 8 ESVC SEWER EXIST , 6 ACP WATER 9 rn l F 3F %1 o EXIST. 54 „ STORMDRAIN H
f
Ti 1 ? .._____ is >,_... ___ .._ __ 3 _ < _. -, 31 _.._.._.. __ -... .___... _. . _ 38
OF
EXIST. 12” CP WATER: , `•. '
Im Sign y{ 7
, S
r 4
r
y
EXIST. 0 VC SEWER
t N
R Vy - w. _,. _._ S R W S i
/ X / [
w
S _
NOTE:
MH PER
SDRSD SM -01
EXIST CO
H
or PVC
GROUT
R SPACE
SEVER DATA - ❑
LINE
L ENWH
BEAFNO
DEBCFr7lON
7 L1
25.00'
N9'46'13 "E
Q 12" PVC (SDR -26)
L2
175.67'
N83'58'26 "E
12" FRP HOBAS MICROTUNNEUNG CLAY
L3
159.92'
N83'58'26 "E
12" CLAY
PROPOSED LATERAL CONNECTIONS
LATERAL
STA
DESCRIPTION
NIT ELVATION AT MAN
0
17 +18.7
4" PVC (SDR -35)
43.45
22
17 +71.2
4" PVC (SDR -35)
43.67
" } i CCU{ .._ „C.._"' .___. _._,. ..lt°tt -K ', W
7 I S I , __ 7 ' F I i'
9 APN 258 - 085 -12 `_ I e
1 2 APN 258 - 084 -15 Q
AP�1 258 - 085 -01 i # °" Q
THE 81 FEE I SEWER LINE 'B' 0=154 LICE 'A'
CONTRACTOR SHALL MAINTAIN ACCESS TO ENCINITAS FIRE STATION NO. 1
AT ALL TIMES.
20 0 20 40 60
SCALE 1" _ '20' UTILITY NOTE:
THE LOCATIONS AND SIZES OF THE EXISTING UTILITIES SHOWN HEREON HAVE
BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR THE BENEFIT
OF THE CONTRACTOR. ACTUAL LOCATIONS AND SIZES MUST BE VERIFIED BY
THE CONTRACTOR BY POTHOLING PRIOR TO CONSTRUCTION. IT IS THE
CONTRACTORS RESPONSIBILITY TO TAKE ALL NECESSARY PRECAUTIONARY
MEASURES TO PROTECT ALL UNDERGROUND AND OVERHEAD STRUCTURES
WHETHER SHOWN OR NOT ON THESE DRAWINGS.
7910 CONVOY COURT (858) 715 -1420
SAN DIEGO, CA 92111 (856) 715 -1424 FAX
REVISIONS APPR D DATE REFERENCES DATE BENCHMARK SCALE
AS -BUILT 4/4 14 BENCHMARK: POINT NO.: 1032 STATION NAME: ENC -32
DESCRIPTION: 2" SO. CO. ENG. DEPT. BRASS DISC. HORIZONTAL 1" = 20'
LOCATION: TOP OF CURB EAST SIDE OF VULCAN AVE., VERTICAL 1' = 4'
200 FEET NORTH OF 'E' STREET.
ELEVATION: 92.004 FEET DATUM: NAVD 88
SEE SHEET 12 SEE SHEET 5 CONSTRUCTION NOTES c_
> > �O11 D STREET O8 -- PROPOSED 12" SEWER MAIN CROSSING EXISTING 6" WATER MAIN. L
PLAN: SEWER LINE A CONSTRUCTION NOTES SEE PROFILE THIS SHEET. m
CONSTRUCT SEWER MANHOLE PER S.D.R.S.D. SM -01 AND SM -03. ALL
PROPOSED 12" SEWER MAIN CROSSING EXISTING 54" STORMDRAIN. D
O—
MANHOLE SHALL BE COATED AND LINED PER S.D.R.S.D. SM -07 SEE PROFILE THIS SHEET. co
�� EXCEPT DELETE NOTE #2 IN S.D.R.S.D. SM -07. 10 PROPOSED 12" SEWER MAIN CROSSING EXISTING 24" STORMDRAIN.
1 11 SEE PROFILE THIS SHEET.
ABANDON IN PLACE EXISTING 10" SEWER O
CART F 15
'PF. � FILL ABANDONED LINE WITH CEMENT /SANDS SLURRY PROPOSED 12" SEWER MAIN CROSSING EXISTING 1" GAS MAIN. Q-
c� 3 F SEE PROFILE THIS SHEET. O
w° No. 58619 m EXISTING SEWER MANHOLE TO BE REMOVED 26 CONTRACTOR TO REPLACE THEROPLAS11C AND LANE STRIPING.
Exp. 12 /31/14
qJ SAWCUT LINE /TRENCHING PER DETAIL, SHEET 2 31 CONTRACTOR TO SAWCUT, REMOVE AND REPLACE SECTION OF ALLEY APRON
F OF CA\_ F� PER S.D.R.S.D. G -17.
EXISTING SEWER MANHOLE TO BE ABANDONED IN PLACE REMOVE RISER
SPECIAL DISTRICT
38 CONTRACTOR SHALL NOTIFY SDWD 7 DAYS PRIOR TO EXCAVATION N
SECTIONS TO 2' MIN. BELOW NEW SEWER MAIN. 2 SACK CEMENT /SAND OF SEWER MANHOLE. SDWD TO BE PRESENT DURING EXCAVATION N
SLURRY REMAINING SECTIONS OF MANHOLE. PER S.D.R.S.D. SM -08. AND BACKFILL.
PROPOSED 12" SEWER MAIN CROSSING EXISTING 12" WATER MAIN.
SEE PROFILE THIS SHEET. 41 NEW SEWER LATERALS PER S.D.R.S.D. SS -01, SS -02 AND SS -03.
rn
DESIGNED BY DRAWN BY I CHECKED BY °
WM ER MH APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWnNG NO.
PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLAN FOR o
DATE: BY: BY: SECOND STREET ES -362
58619 ED DEANE, R.C.E. 48971 GREG SHIELDS, R.C.E. 30869 b
EDWIN C. REESE R.C.E. P NO2/31/12 SEWER IMPROVEMENTS m
DATE: DATE: WORK PROJECT NO. CEE08B SHEET 4 OF 23 0
AS -BUILT
SCALE: 1" = 20' HORIZ.
1" = 4' VERT.
10 +00
i Ell &f��
r-
PROFILE: SEWER LINE 'A'
SCALE: 1" = 20' HORIZ.
1" = 4' VERT.
20 +00
Kallil1
22 +00
23 +00
v
h NGi NEE
7910 CONVOY COURT
SAN DH O, CA 92111
REVISIONS APP.ROWD
'C 87F EET
sM sir 4
SCALE: 1 "
20'
UTILITY NOTE:
.P
(858) 715-14M
(858) 715 -1424 FAX
THE LOCATIONS AND SIZES OF THE EXISTING UTILITIES SHOWN HEREON HAVE
BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR THE BENEFIT
OF THE CONTRACTOR. ACTUAL LOCATIONS AND SIZES MUST BE VERIFIED BY
THE CONTRACTOR BY POTHOLING
PRIOR TO CONSTRUCTION. IT IS THE
CONTRACTORS RESPONSIBILITY TO TAKE ALL NECESSARY PRECAUTIONARY
MEASURES TO PROTECT ALL UNDERGROUND AND OVERHEAD STRUCTURES
WHETHER SHOWN OR NOT ON THESE DRAWINGS.
DATE I REFERENCES
DATE BENCHMARK SCALE
BENCHMARK: POINT NO.: 1032 STATION NAME: ENC -32
DESCRIPTION: 2" SO. CO. ENG. DEPT. BRASS DISC. HORIZONTAL 1" = 20'
LOCATION: TOP OF CURB EAST SIDE OF VULCAN AVE.,
200 FEET NORTH OF 'E' STREET. VERTICAL 1" = 4'
FEET DATUM: NAVD 88
PLAN: SEWER LINE 'A'
SEWER DATA - ❑
LICE
L iffy H
BEMM
DEBCF#rnM
Lt
24.73'
S5'58'57 "E
12" PVC SDR -26)
L2
190.00'
S5'58'22 "E
12" CLAY ABANDONED Q
SPECIAL DISTRICT
ONO
No. 58619 ^' x
Exp. 12 31 14 Q
\� v'� �o j
oF red �
PLANS PREPARED UNDER SUPERVISION OF
EDWIN C. REESE
DATE:
R.C.E. NO. 58619
EXP. 12/31/12
II
� n
� 11
�+ it
CONSTRUCTION NOTES lY STFEEr
Ol -- CONSTRUCT SEWER MANHOLE PER S.D.R.S.D. SM -01 AND 38 CONTRACTOR SHALL NOTIFY SDWD 7 DAYS PRIOR TO EXCAVATION
SM -03. ALL MANHOLE SHALL BE COATED AND LINED PER OF SEWER MANHOLE. SDWD TO BE PRESENT DURING EXCAVATION AND BACKFILL.
S.D.R.S.D. SM -07 EXCEPT DELETE NOTE #2 IN S.D.R.S.D.
SM -07.
4�— SAWCUT LINE /TRENCHING PER DETAIL, SHEET 2
10 PROPOSED 12" SEWER MAIN CROSSING EXISTING 24" STORMDRAIN.
28 EXCAVATE AND CONSTRUCT JACKING AND RECEIVING SHAFT FOR JACK AND
BORE OR MICROTUNNEL PIPE INSTALLATIONS (PRELIMINARY LOCATION SUBJECT
TO CHANGE DURING CONSTRUCTION). REPLACE AC PAVEMENT AND CLASS II
AGG. BASE PER STRUCTURAL SECTION SHOWN ON TRENCH DETAIL ON SHEET 2.
APPROVALS CITY 'OF E N C I N I TA S ENGINEERING DEPARTMENT
RECOMMENDED APPROVED IMPROVEMENT SHEET FOR:
L]A
DATE:
ED DEANE, R.C.E. 48971
Fw
DATE:
GREG SHIELDS, R.C.E. 30869
WORK PROJECT NO. CEE08B
SECOND STREET
SEWER IMPROVEMENTS
DRAWING NO.
ES -362
SHEET 5 OF 231
AS -BUILT
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MICROTUNNELIN� I -12E lJIRED WHEN t _ ___t__ r- a �. - -AIC- .
i I SEX. 2.5" SSP WTR
.SEWER DEPTH E9 25 FEET _-
ABBANDONED I
Y # OF "S�fRi�T TRACTOR
(�F" ICON TRtICTION, CON 3 i i
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(l
��0 _ PQTHOLE_�- �1TI�.ITI�S._�ROSSING OR`_AQJACENT Y� I_ .a � -- _i_ -- �_.. _F___�..__.
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1 - 38 +00.00 -6�
IE 60.57
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'
33 +50 / 34 +00
r
APN 258 - 163 -10 �l1
' iX�
- STRIPE PARKING STA
35 +00
LE: zjL
SCALE: 1" _
M
iL/ F
i . i
P'
37 +00
rf I
163 -.08 APN 258 - 163 -07 APIA 2i8- 163 -06 C`' j a u_
s
I ,�I
Z
1 �
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-RE STB4�E--PARKMG7'STA
- "S PER P96*OT SPECIFICATIONS AND .
y ,I PtJ'$'U (DAD STANDARDS
% t2 _ 37 +00
/ 4 1 o r� b _�J i �•,
� � 4
W Y - - --
_
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v STORMDRAIN
� �o -- _ t SECOND .STREET '
-
- -
V _
APN 2,3 -I64 17 �� r
20 0 20 40 60 PLAN: SEWER LINE 'A' !::'PIC
SCALE 1" _
UTILITY NOTE: SCALE: 1» _ 20' �(YESS1
I�c 0,AR4
THE LOCATIONS AND SIZES OF THE EXISTING UTILITIES SHOWN HEREON HAVE
BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR THE BENEFIT
OF THE CONTRACTOR. ACTUAL LOCATIONS AND SIZES MUST BE VERIFIED BY
THE CONTRACTOR BY POTHOLING PRIOR TO CONSTRUCTION. IT IS THE
E E R N .+ CONTRACTORS RESPONSIBILITY TO TAKE ALL NECESSARY PRECAUTIONARY
7910 CONVOY COURT (858) 715 -1420 MEASURES TO PROTECT ALL UNDERGROUND AND OVERHEAD STRUCTURES
WHETHER SHOWN OR NOT ON THESE DRAWINGS.
SAN DIEGO, CA 92111 (858) 715 -1424 FAX
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE
BENCHMARK: POINT NO.: 1032 STATION NAME: ENC -32
1 $ -BUILT DESCRIPTION: 2" SO. CO. ENG. DEPT. BRASS DISC.
HORIZONTAL 1" = 20'
LOCATION: TOP OF CURB EAST SIDE OF VULCAN AVE., VERTICAL 1" = 4'
200 FEET NORTH OF 'E' STREET.
258 - 164 -19
w No. 58619 m
Exp. 12 31 12 °
SEWER DATA - ❑
LINE
LENM
i.
DE8CFA7rM
L1
i . i
P'
37 +00
rf I
163 -.08 APN 258 - 163 -07 APIA 2i8- 163 -06 C`' j a u_
s
I ,�I
Z
1 �
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-RE STB4�E--PARKMG7'STA
- "S PER P96*OT SPECIFICATIONS AND .
y ,I PtJ'$'U (DAD STANDARDS
% t2 _ 37 +00
/ 4 1 o r� b _�J i �•,
� � 4
W Y - - --
_
_ . r
v STORMDRAIN
� �o -- _ t SECOND .STREET '
-
- -
V _
APN 2,3 -I64 17 �� r
20 0 20 40 60 PLAN: SEWER LINE 'A' !::'PIC
SCALE 1" _
UTILITY NOTE: SCALE: 1» _ 20' �(YESS1
I�c 0,AR4
THE LOCATIONS AND SIZES OF THE EXISTING UTILITIES SHOWN HEREON HAVE
BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR THE BENEFIT
OF THE CONTRACTOR. ACTUAL LOCATIONS AND SIZES MUST BE VERIFIED BY
THE CONTRACTOR BY POTHOLING PRIOR TO CONSTRUCTION. IT IS THE
E E R N .+ CONTRACTORS RESPONSIBILITY TO TAKE ALL NECESSARY PRECAUTIONARY
7910 CONVOY COURT (858) 715 -1420 MEASURES TO PROTECT ALL UNDERGROUND AND OVERHEAD STRUCTURES
WHETHER SHOWN OR NOT ON THESE DRAWINGS.
SAN DIEGO, CA 92111 (858) 715 -1424 FAX
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE
BENCHMARK: POINT NO.: 1032 STATION NAME: ENC -32
1 $ -BUILT DESCRIPTION: 2" SO. CO. ENG. DEPT. BRASS DISC.
HORIZONTAL 1" = 20'
LOCATION: TOP OF CURB EAST SIDE OF VULCAN AVE., VERTICAL 1" = 4'
200 FEET NORTH OF 'E' STREET.
258 - 164 -19
w No. 58619 m
Exp. 12 31 12 °
SEWER DATA - ❑
LINE
LENM
BEAFM
DE8CFA7rM
L1
197.00'
S5'58'22 "E
12" PVC (SDR -26)
L2
226.64'
S5'57'29 "E
12" PVC (SDR -26)
L3
66.36'
S6'00'47 "E
12" PVC (SDR -26)
38 +00
'a STREET
E IST. 24 "` I'
ST RMDRAIN',
Lo
+�
1 I1:2 43 38 m, 27
A
15
SOUTH " E = 53.2 16
NORTH E = 53.1
WEST I = 53.21
EXIST. 5 S-TORMDRAIN�
EXIST. 8" AC .. WATER
CD
� � t
i
0
80.0'
i
'F
SEE
'G'
V%7
CONSTRUCT SEWER MANHOLE PER S.D.R.S.D. SM -01 AND SM -03. ALL
NHOLE SHALL BE COATED AND LINED PER S.D.R.S.D. SM -07 EXCEPT
TE NOTE #2 IN S.D.R. S.D. SM -07.
4O— S INE /TRENCHING PER DETAIL, SHEET 2
10 PROPO SEWER MAIN CROSSING EXISTING 24" STORMDRAIN.
SEE PROA SHEET.
12 PROPOSED 12 AIN CROSSING 8" WATER MAIN.
`f9 C1V`� �� SEE PROFILE THIS
lF OF CA��FOV� 27 CONTRACTOR TO SAW REPLACE CONCRETE CROSS GUTTER
PER S.D.R.S.D. G -12 AN
SPECIAL DISTRICT
DESIGNED BY
DRAWN BY
CHECKED BY
APPROVALS
CITY OF E N C I N I TA S ENGINEERI ARTMENT
DRAWING NO.
wM
I ER
MH
PLANS PREPARED UNDER SUPERVISION OF
�-- DATE: !� ®
R.C.E. N0. 58619
EDWIN C. REESE E 12/31/12
XP
RECOMMENDED APPROVED
BY. D DE R.C.E. 8977 BY. GREG SHIE R.C.E. 30869
DA : �° vktt?/ ¢.
DATE: �o' (Z�
IMPROVEMENT SHEET FOR:
SECOND STREET
SEWER IMPROVEMENTS
WORK PROJECT NO. CEE08B
ES -362
SHEET 8 OF 23
f �
D U
F
I
0
0
0
r
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4
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43 +00
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APN 258 - 182 -17
rr `;
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;t
44 +00
Fs- - 7 1 v
APN 2581183-01 ON 28
2_-
rj I
20 0 20 40 60
SCALE 1" = 20'
7910 CONVOY COURT
SAN DIEGO, CA 92111
(858) 715 -1420
(858) 715 -1424 FAX
APPROVED DATE I REFERENCES
� f
1f
I
,'NOTES:
MICROTUNNELIN _
' G IS REOUlIi SEWER DEPTH DEPTH EXCEED 25- ; ......
= - --
i i
PRIOR TO START OF CONSTRUCTION, CONTR'AC!T01
TO POTHOLE ALL UTILITIES CROSSING _OR ADJACE
TO NIEW SEWER MAIN TO VERIFY ELEVATIONS.
4_7 ___7
45 +00
4
rE —S TRIP R P U D
R +50 +00
4
1 }
APB 2i 8? 183 -18
i
O N
O p 0
p (0Z l
-t
Lb
—I
#
1" I
_
1(
c
PROFILE: SEWER LINE W.
SCALE: 1" = 20' HORIZ.
1" = 4' VERT.
(
APN
r
STALLS AS NEEDED
FICATIONS AND
BARDS. T_
45 +50
fu)l
0"
47 +00
L IM
U90M
p
04 00
L1
oc
N CO Z
-0
_ t ci
C5 p
p
_ L.._... 0),
- Ln
Lo
43 +50
10" PVC (SDR -35)
Lu
8..09 09
�
(6
g�
4
Lu
Lu
r-
k f
-I
APN 258 - 182 -17
rr `;
r '
;t
44 +00
Fs- - 7 1 v
APN 2581183-01 ON 28
2_-
rj I
20 0 20 40 60
SCALE 1" = 20'
7910 CONVOY COURT
SAN DIEGO, CA 92111
(858) 715 -1420
(858) 715 -1424 FAX
APPROVED DATE I REFERENCES
� f
1f
I
,'NOTES:
MICROTUNNELIN _
' G IS REOUlIi SEWER DEPTH DEPTH EXCEED 25- ; ......
= - --
i i
PRIOR TO START OF CONSTRUCTION, CONTR'AC!T01
TO POTHOLE ALL UTILITIES CROSSING _OR ADJACE
TO NIEW SEWER MAIN TO VERIFY ELEVATIONS.
4_7 ___7
45 +00
4
rE —S TRIP R P U D
R +50 +00
4
1 }
APB 2i 8? 183 -18
i
O N
O p 0
p (0Z l
-t
Lb
—I
#
1" I
_
1(
c
PROFILE: SEWER LINE W.
SCALE: 1" = 20' HORIZ.
1" = 4' VERT.
(
APN
r
STALLS AS NEEDED
FICATIONS AND
BARDS. T_
45 +50
fu)l
0"
47 +00
L IM
U90M
p
04 00
L1
oc
N CO Z
-0
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C5 p
p
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- Ln
Lo
S6'02'47 "E
10" PVC (SDR -35)
Lu
8..09 09
�
(6
g�
-- r 01,008__
WW- -
or 8mmu
6 I 80.0'
40.0' 40.0'
fr
82 -15
CY
ZRIW
w 9
Z
46 +00
\� 46 +50 47+'00
STREET
= E.XIiT 1 ®rRA
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47 +50.
T �
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t ,s=
R/W APN 2805 7 AP1 25$,- 183 -�k16 ��ti APN 258 - 183 -07 APN 258 - 183 -09
7 ,t zt
Gy
I
OFF- PLAN: SEWER LINE 'A'
SCALE' 1" 20'
UTILITY NOTE:
THE LOCATIONS AND SIZES OF THE EXISTING UTILITIES SHOWN HEREON HAVE
BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR THE BENEFIT
OF THE CONTRACTOR. ACTUAL LOCATIONS AND SIZES MUST BE VERIFIED BY ESS1
THE CONTRACTOR BY POTHOLING PRIOR TO CONSTRUCTION. IT IS THE ,\cam GAR4
CONTRACTORS RESPONSIBILITY TO TAKE ALL NECESSARY PRECAUTIONARY
MEASURES TO PROTECT ALL UNDERGROUND AND OVERHEAD STRUCTURES o n
WHETHER SHOWN OR NOT ON THESE DRAWINGS. No5831912 Q
"9l- C / V \ \- _0.��
DATE BENCHMARK SCALE
BENCHMARK: POINT NO.: 1032 STATION NAME: ENC -32
DESCRIPTION: 2" SO. CO. ENG. DEPT. BRASS DISC. HORIZONTAL 1" = 20'
LOCATION: TOP OF CURB EAST SIDE OF VULCAN AVE.,
200 FEET NORTH OF 'E' STREET. VERTICAL 1" = 4'
SEWER DATA - ❑
L IM
U90M
BEAFM
DESCF99pN
L1
250.00'
S5'54'24 "E
10" PVC (SDR -35)
L2
180.44'
S3'12'31 "E
10" PVC (SDR -35)
L3
49.56'
S6'02'47 "E
10" PVC (SDR -35)
a
\
✓ �
'
Lu
Lu
8..09 09
�
(6
g�
r-
I
t
1
IT
0)__ CONSTRUCT SEWER MANHOLE PE S.D. SM -01 AND SM -03. ALL MANHOLE
SHALL BE COATED AND LINED PER SM -07 EXCEPT DELETE NOTE #2
IN S.D.R.S.D. SM -07.
O— SAWCUT LINE /TRENCHING PER DETAIL, SHEE
13 PROPOSED 12" SEWER MAIN CROSSING EXISTING 18 DRAIN.
SEE PROFILE THIS SHEET.
SPECIAL DISTRICT "t' ,"t" riY °" ER d. ` "t MHO d. APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRA910& NO.
PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D APPROVED IMPROVEMENT SHEET FOR:
DATE: 10 ®4 n— BY: BY: J. SECOND STREET ES -362
� � QED D E, R.C.1 48971 REG SHI , R.C.E. 30869 SEWER IMPROVEMENTS
R.C.E. N0. 58619 iV(_ /�
EDWIN C. REESE EXP. 12/31/12
DATE: 1V O ,v DATE: /o' WORK PROJECT NO. CEE086 SHEET 10 OF 23
✓ �
'
a
47 +00
20
I�-
,Irn m Tao
® C. L. OF SE
j -- -- PROFILE: SEWER LINE 'A'
- - -. -- - - - - -I SCALE: 1" = 20' HORIZ.
1 = 4' VERT.
{
.r• I III of
_ _ _ _ _ ----------- APN 258 317 -08 �
-- - - - -.°
RE-ST {29Q PARKIN.,ST L ASrNEEDED T
PER. %PROJECT SPECIFICATIONS AND - _ EXIST. 6" AC WAT €R-
PUBLIC, -,R AD- STANDARDS. - ._... a ^~ ° _
W � W
Es 48 +00 48-N50 ol 49 +00 _
4
�.
SECOND
°. i
1� I
APN 258 - 293 -16 APN 258- 293ET5._ _ APN 258- 293 -14
R/W
49 +50 C1)
ml
0 20 40 SCALE: 1» = 20'
UTILITY NOTE:
SCALE 1" _
THE LOCATIONS AND SIZES OF THE EXISTING UTILITIES SHOWN HEREON HAVE
BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR THE BENEFIT
OF THE CONTRACTOR. ACTUAL LOCATIONS AND SIZES MUST BE VERIFIED BY
THE CONTRACTOR BY POTHOLING PRIOR TO CONSTRUCTION IT IS THE
STREET
-13
t.
0
O
00
I`I
+ ^ _ r + __
cli
r
241.14 "'L F. -10 " PVC
51 +00
52 +00
53 +00
a
\ APN 258 - 317 05- w
i A ti 3 {�iti. t ; Z
o
,_.. N� m Lmn
? RE KIS -Ars idEEj� - -- . w J + to w
�.�
PER PR CIFIC 4T10NS AND - -. _ . ' N m
PUBLIG ... ROA R€4S. _.. -_ _ .' VI J Q
__
-. - _ o a
50 +50 L 51 +50 52 +00 52-21
i— NORTH IE = 61.75
EAST IE = 61.77
Irl
4 x
•
r
80.0'
d)
40.0'
PLAN: SEWER LINE 'A'
%L-N
LW
CONTRACTORS RESPONSIBILITY TO TAKE ALL
NECESSARY PRECAUTIONARY
DESCFrnON
L1
MEASURES TO PROTECT ALL UNDERGROUND
AND OVERHEAD STRUCTURES
10" PVC (SDR -35)
a:
WHETHER SHOWN OR NOT ON THESE DRAWINGS.
S6'01'05 "E
10" PVC (SDR -35)
MH
PLANS PREPARED UNDER
50500
RECOM
� 1
- - t
DATE: IO O'I �Z
0
O
00
I`I
+ ^ _ r + __
cli
r
241.14 "'L F. -10 " PVC
51 +00
52 +00
53 +00
a
\ APN 258 - 317 05- w
i A ti 3 {�iti. t ; Z
o
,_.. N� m Lmn
? RE KIS -Ars idEEj� - -- . w J + to w
�.�
PER PR CIFIC 4T10NS AND - -. _ . ' N m
PUBLIG ... ROA R€4S. _.. -_ _ .' VI J Q
__
-. - _ o a
50 +50 L 51 +50 52 +00 52-21
i— NORTH IE = 61.75
EAST IE = 61.77
Irl
4 x
•
r
80.0'
d)
40.0'
PLAN: SEWER LINE 'A'
%L-N
LW
CONTRACTORS RESPONSIBILITY TO TAKE ALL
NECESSARY PRECAUTIONARY
DESCFrnON
L1
MEASURES TO PROTECT ALL UNDERGROUND
AND OVERHEAD STRUCTURES
10" PVC (SDR -35)
a:
WHETHER SHOWN OR NOT ON THESE DRAWINGS.
7910 CONVOY COURT (856) 715 -1420
SAN DIEGO, CA 92111 (856) 715 -1424 FAX
REVISIONS APP D I DATE REFERENCES
c_RI)l /T n tl at Ilifalla
DATE BENCHMARK SCALE
BENCHMARK: POINT NO.: 1032 STATION NAME: ENC -32
DESCRIPTION: 2" SD. CO. ENG. DEPT. BRASS DISC. HORIZONTAL 1" = 20'
LOCATION: TOP OF CURB EAST SIDE OF VULCAN AVE., VERTICAL 1" = 4'
200 FEET NORTH OF 'E' STREET.
ELEVATION: 92.004 FEET DATUM: NAVD 88
SPECIAL DISTRICT
�YrESS /pl,_
CAR(
rri
SEWER DATA - ❑
LW
L SIM
BEAFMUI
DESCFrnON
L1
190.00'
S6'02'47 "E
10" PVC (SDR -35)
L2
241.38'
S6'01'05 "E
10" PVC (SDR -35)
110. 58619
Exp. 12/31/12
it CIV1\-
OF CAoF�
DESIGNED BY
I DRAWN BY
CHECKED BY
WM
I ER
MH
PLANS PREPARED UNDER
SUPERVISION OF
RECOM
DATE: IO O'I �Z
BY:
na
�t�
R.C.E. N0. 58619
EDWIN C. REESE
EXP. 12731/12
DA
APPROVALS
APPROVED
BY- 4
971 EG SHI S, R.C.E. 30869
DATE: d • • IZ
CONSTRUCTIML NOTES
CONSTRUCT SEWER MA R S.D.R.S.D. SM -01 AND SM -03. ALL
MANHOLE SHALL BE COAT INED PER S.D.R. S.D. SM -07 EXCEPT
DELETE NOTE #2 IN S. D. R.S.D.
t� SAWCUT LINE /TRENCHING PER DETAI 2
CITY OF E N C I N I TA S ENGINEERING DEPARTMENT
IMPROVEMENT SHEET FOR:
SECOND STREET
SEWER IMPROVEMENTS
WORK PROJECT NO. CEE08B
r
I
l f 5 i,k
ry jj 5t
DRAWING NO.
ES -362
SHEET 11 OF 23
I�
1 i1
li
1i
11 11
SCALE "
1
It-
,
e rl
i
I
10 +00 V STREET
SEWER LICE W SEE SHEEP 4
vim i 4 ;
7i Fi
- Y ` E
C y S
JJ3 -ZE w {�,1 n
( I i Q
p INAN J Y; ; , -.e I t# i i�✓ C
°O
.,. �' to N °.s,'41 �, tl . '�. I-•I
V '✓
`l
EXISTIN. 2
ELECTRICAL
LINE t
i
SEE SHEET 4 SEWER LIME A' R/W
V STREET
20 0 20 40 60
SCALE 1" = 20'
7910 CONVOY COURT
SAN DIEGO, CA 92111
REVISIONS
m
1'I+
I
-L- 1
h, x
1
2"
, . r � :. _. _ __ -. , _ .._,......_ : . , � _EdCts NG -SEWER ° RAi T0: -r- , ± -� �-E
_ EXISTING SE 'R LATERAL ?TO i
LATE x
_..
REMAIN IN PLACE ON PRIVATE,
_.__ _
-ry f ) s' _ _.., , �. _ _ 1t�- °� 6N PR4�A}7•i -
i ��P�RT`oF, Cf�id �TI%iN; C�NTRk�T�
R_; �`P OPBRTY
7 f0 0 `E LL U11LIT1ES; C OS ING OR ADJAC T �,_
PROFILE. SEWER LINE B TOP TIN SwE� L�rER11-
-_N_ __ B REMOVED U TO TF�E !- _
I
TO NEW SEWER MAIN TO VERIFY !ELEVATIONS.. f " _ , t � i I PROP 71�L1�,E' #
SCALE: 1 20 HORIZ. CONNILCT (EXIST. kp LATEG, AL ` _
...... _ _t _ -, " -- - __rt._ - -' -- T -- EXIST.'- SEYVER- LAI1rRAI
1 4 VERT. AN7iuT O w e
4
e
TO EW CLE
t
€ E LE OUT
0
i
E XISTING SEWER LX�TE AL TO _._. "
;NEW 4= PVC SDR -35 SEWER LATERAL FOR SINGLE ,UNIT
i ; v s t 3 ,
BE. REMOVED-UP, T4_ _ E _._ _ . ',_ __, . , ._ , _ ,_.. _ _.. ._.. __ __._ _..___ _ _a, _.,.
* _ _ . REaIDENTfitE AND SINGLE-UNIT
COFAME,RG11Lj' NEW 6` PVC
LOCATION OF EXISTING U1iLIT1ES AND LATERALS SHALL BE PROPERTY LINE ;
R- • 5 SE LATERAL' F MULTI -UNIT RESIDE
Al
�p ''j�
__•_ __,. __ _ °._ __ ___ _,- FIELD VERIFIED PRIOR TO CONSTRUCTION. } _;t CS §- )._.- ..?_ --_T6
NEW 4 Pt�C (SDR -35j SEWE3 tfITERAL (FOR' gINGLE -UNfY
" AND MULTI -UNIT GOMIMER4`IALj
i RESI EN1!IAL'AN SINGLE-
-- UNIT COMMER = IAL N = 6; P >
:
** D 4 C EW
t �Tom__
-... _ -. -_> THE LOCATION OF THE EXISTING LATERALS ARE THE -' -- -- ;- - -g --
i I _ SD♦� -3) SEWER LATERAL FOR MU Ti =UNI R�SIDENTiAL I ? NEW $" 0,VC SEWER SDRs -28 3
LOWEST LATERAL OF THE CHIMNEY LATERAL. E
i a - COMMERG
f ` s dND- ;MUh<TI- .UN4T.
f 3
N
(( i
V 3 t : i t i : : -• : i } j
_ T RAL TYPICAL X SECTION
SEWER LA E
-f i NOT TO SCALE
I
11 +00 12 +00 13 +00 14 +00 15 +00
lY STREET
_._ -- .. : $ ,fit_...: € i , -
_
, e {
_
iii
r
APN 258 - 085 -01 _ '., !,. 50.0'1
1 ErXEST1NG COX LINE
N '258- 085 -02
APN 258 - 085 -04 - - EX. SDG &E CABLE _.POLE N0. P128364J ` r
dt ELECT. LINE
_ TO BE TEMPORARfLi BRACED BY 0 0 '' 400
,
EXISTING F ' 3 _.._ _._.__ APh! `28 085 =03 SDG &E PRIOR TO CONSTRUCTION Jr _
-
°0
00 APN,: 58- 085 -55 I EXi� NG Af &T 1
ELEC. LINE'
r1 : 41 7 Z w - ,
17 i 5 4 i I M A 11 41 LINE o)EAD p I .
18 17 I1• _;• '- +_ I EXISTING 10„ f ".:, h f `
29 09 EXISTING I
3 ,, v w VC SEWER 37 33• U ' ,
" .. 29 �� Ink STORM6RAIN s I '
9 _, R/W , 1 s zz
s y ! a , i 17 18 rtr' .. 29 1 18
NJ
4
i� w
Y� y/•�... . .,-- ti•e�...,> , _ ,:,Y. -mot �_:.�r�� �.. ...� � ..� , ,, fi'. i't. . �.� ,�o i . -`,
ti
- -� -.-'- .rte,:":,
2 +00 13 +00 '
OIL
,
i
I
TiNG .._, „ _,.., , __A�.. PRQTEC ? III pLACs
3 33 _..___ > ^i� A�! l ION- _ 1
4
WA E R/W o In o 00
o ,
' 41 4 °� n n o 10 41 4;I a _ ..." XI T TCW BASINS
t
, s
_ EX18T. 2 H.P. `GAS LINE
41
6 41' 8 41 9 41 12 '
P
41 2 d• � Iri a �
i
APN 258 - 085 >
258 - X185 -12 N 258-085-14 41 I
, PN 258 - 085 -11 CAUTION EXISTING OVERHEAD APN 258 - 085 -08 APN i,58 -085 07 } AP
` EXIST. 1" H.P. AS LINE LINE p
3 EXISTING: 8 ";
( t I E`, i Ar'b mi)k:i` of r`
_,. ,x' .'APN 25R- ORS -(1Q +. - ;.. w. 1
R/
W SEWER CLEANOUT NOTE:
ALL EXISTING SEWER CLEANOUTS THAT ARE WITHIN THE RIGHT -OF -WAY SHALL BE REMOVED. A
NEW CLEANOUT WILL BE PLACED AT THE RIGHT -OF -WAY. EACH LOT WILL BE PROVIDED WITH
ONE CLEANOUT AND SHALL BE PER S.D.R.S.D. SC -01.
UTILITY NOTE:
THE LOCATIONS AND SIZES OF THE EXISTING UTILITIES SHOWN HEREON HAVE BEEN OBTAINED FROM
QIST AVAILABLE RECORDS AND ARE SHOWN FOR THE BENEFIT OF THE CONTRACTOR. ACTUAL LOCATIONS
GROUNp� AND SIZES MUST BE VERIFIED BY THE CONTRACTOR BY POTHOLING PRIOR TO CONSTRUCTION. IT IS
THE CONTRACTORS RESPONSIBILITY TO TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT
ALL UNDERGROUND AND OVERHEAD STRUCTURES WHETHER SHOWN OR NOT ON THESE DRAWINGS.
(eye) 715 -1420 SECTION A -A
(858) 715 -1424 FAX NOT TO SCALE
DATE REFERENCES DATE BENCHMARK SCALE
E /4/14 BENCHMARK: POINT NO.: 1032 STATION NAME: ENC -32
DESCRIPTION: 2" SO. CO. ENG. DEPT. BRASS DISC. HORIZONTAL 1" = 20'
LOCATION: TOP OF CURB EAST SIDE OF VULCAN AVE.,
200 FEET NORTH OF 'E' STREET. VERTICAL 1' = 4'
ELEVATION: 92.004 FEET DATUM: NAVD 88
SEWER DATA - ❑
LIE#
LENMH
ETA
DC-BCFEgM
Lt
24.71'
S5'41'49 "E
8" PVC (SDR -26)
L2
170.00'
S5'41'49 "E
8" PVC (SDR -35)
L3
330.00'
S5'58'27 "E
8" PVC (SDR -35)
L4
35.29'
S5'41'49 "E
8" PVC (SDR -35)
SPECIAL DISTRICT
wESS /O1, _
w No. 58619 r^
Up. 12 31 14 Q
9J CIVIC
of, CAI -�F�
PROPOSED LATERAL CONNECTIONS
LATERAL
3TA
�
DE�TION
APPROVALS
MA3iT ELVATIDN AT MAN
DRAWING NO.
WM
NOTES
MH
2
11 +02.9
6"
PVC
(SDR -35)
61.15
3Q
11 +25.9
6"
PVC
(SDR -35)
Q 61.71
4Q
11 +28.9
6"
PVC
(SDR -35)
61.79
5Q
11 +60.0
6"
PVC
(SDR -35)
62.55
6Q
11 +95.7
6"
PVC
(SDR -35)
63.43
7Q
12 +10.3
6"
PVC
(SDR -35)
63.79
Q
12 +42.2
6"
PVC
(SDR -35)
64.34
9Q
12 +90.1
6"
PVC
(SDR -35)
64.57
A0
13 +14.4
4"
PVC
(SDR -35)
64.68
11
14 +06.8
6"
PVC
(SDR -35)
65.13
Q
14 +09.7
4"
PVC
(SDR -35)
65.14
PLAN. SEWER
LINE
B
�
s, r
APPROVALS
CONSTRUCTION
DRAWING NO.
WM
NOTES
MH
CONSTRUCT SEWER MANHOLE PER S.D.R.S.D. SM -01 AND SM -03.
31 CONTRACTOR TO SAWCUT, REMOVE AND REPLACE SECTION
ALL MANHOLE SHALL BE COATED AND LINED PER S.D.R.S.D.
OF ALLEY APRON PER S.D.R.S.D. G -17.
a
SEWER PLAN SHEET FOR:
SM -07 EXCEPT DELETE NOTE #2 IN S.D.R.S.D. SM -07.
'C
33 CONSTRUCT 1 -1/2 INCH DEPTH TYPE III -2' PG64 -28TR
DATE:
BY: BY:
SECOND STREET
SAWCUT LINE /TRENCHING PER DETAIL, SHEET 2
AC OVERLAY, COLD PLANED PER PROJECT SPECIFICATIONS
R.C.E. N0. 58619
EDWIN C. REESE
ED DEANE, R.C.E. 48971 GREG SHIELDS, R.C.E. 30869
SEWER IMPROVEMENTS
AND FEATHERED TO MEET EXISTING PAVEMENT. APPLY
SHEET 12 OF 23
EXP. 12/31/12
DATE: DATE:
SS -1H TACK COAT PRIOR TO OVERLAY.
da
17
PROPOSED 8" SEWER MAIN CROSSING EXISTING WATER LATERAL.
WORK PROJECT NO. CEE08B
0
SEE PROFILE THIS SHEET.
37 PROTECT IN PLACE EXISTING SDG &E CABLE POLE. CONTRACTOR
18
CONTRACTOR TO PROTECT IN PLACE EXISTING WATER
SHALL COORDINATE WITH SDG &E PRIOR TO CONSTRUCTION.
METER AND MAINTAIN WATER SERVICES DURING
@)-4-INCH DIG OUT PER MARK OUTS IN THE ALLEY.
U
CONSTRUCTION.
20
PROPOSED 8" SEWER MAIN CROSSING EXISTING. 12" STORMDRAIN.
41 NEW SEWER LATERALS PER S.D.R.S.D. SS -01, SS -02 AND
ON
SEE PROFILE THIS SHEET.
SS -03.
C
21
PROPOSED 8" SEWER MAIN CROSSING EXISTING. 8" WATER MAIN,
r
22
SEE PROPOSED PROFILE THIS SHEET.
PROPOSED 8" SEWER MAIN CROSSING EXISTING. 2" GAS MAIN.
EXISTING
LATERAL NOTE:
SEE PROFILE THIS SHEET.
ALL EXISTING SEWER LATERALS TO BE REPLACED WITH NEW
LATERALS AND CLEANOUTS. LATERALS WILL BE 4" PVC
23
INSTALL CUT -OFF WALL PER SDRSD -07.
(SDR -35) FOR RESIDENTIAL AND SINGLE UNIT COMMERCIAL,
c"I
29
CONTRACTOR TO 2 SACK CEMENT /SAND SLURRY SECTIONS
6" PVC (ESDR -35) FOR MULTI -UNIT COMMERCIAL. LATERALS
SHALL B PER S.D.R.S.D. SS -01, SS -02 AND SS -03.
N
OF THE EXISTING CHIMNEY THAT ARE BELOW THE PROPOSED
CLEANOUTS SHALL BE PER S.D.R.S.D. SC -01.
n
SEWER MAIN. ALL EXISTING SEWER LATERALS TO BE
�
REPLACED AND CONNECTED TO NEW SEWER MAIN.
DESIGNED BY
DRAWN BY
CHECKED BY
APPROVALS
CITY OF E N C I N I TA S ENGINEERING DEPARTMENT
DRAWING NO.
WM
ER
MH
PLANS PREPARED UNDER SUPERVISION OF
RECOMMENDED APPROVED
SEWER PLAN SHEET FOR:
o
DATE:
BY: BY:
SECOND STREET
ES -362
R.C.E. N0. 58619
EDWIN C. REESE
ED DEANE, R.C.E. 48971 GREG SHIELDS, R.C.E. 30869
SEWER IMPROVEMENTS
0
Z
SHEET 12 OF 23
EXP. 12/31/12
DATE: DATE:
m
WORK PROJECT NO. CEE08B
0
AS -BUILT
TI
II
1
16 +00
I
{
ir-
i WL 17+
-
17 +00
#@
IN
PROFILE: SEWER LINE
SCALE: 1" = 20' HORIZ.
1" = 4' VERT.
* LOCATION OF EXISTING UTILITIES AND LATERALS SHALL
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
THE LOCATION OF THE EXISTING LATERALS ARE THE
SEWER LATERAL TYPICAL X- SECTION
NOT TO SCALE
SCALE: 1"
= 20'
20 0 20 40 60
SCALE 1" = 20'
SEWER CLEANOUT NOTE:
ALL EXISTING SEWER CLEANOUTS THAT ARE WITHIN THE
RIGHT -OF -WAY SHALL BE REMOVED. A NEW CLEANOUT WILL BE
PLACED AT THE RIGHT -OF -WAY. EACH LOT WILL BE PROVIDED
WITH ONE CLEANOUT AND SHALL BE PER S.D.R.S.D. SC -01.
EXISTING LATERAL NOTE:
ALL EXISTING SEWER LATERALS TO BE REPLACED WITH NEW
LATERALS AND CLEANOUTS. LATERALS WILL BE 4" PVC (SDR -35)
FOR SINGLE RESIDENTIAL AND SINGLE UNIT COMMERCIAL, 6" PVC
(SDR -35) FOR MULTI -UNIT RESIDENTIAL AND MULTI -UNIT
COMMERCIAL. LATERALS SHALL BE PER S.D.R.S.D. SS -01, SS -02
AND SS -03. CLEANOUTS SHALL BE PER S.D.R.S.D. SC -01.
PLAN: SEWER LINE 'B'
CONSTRUCTION NOTES
O-
CONSTRUCT SEWER MANHOLE PER S.D.R.S.D. SM -01
APP ED
AND SM -03. ALL MANHOLE SHALL BE COATED AND
REFERENCES
LINED PER S.D.R.S.D. SM -07 EXCEPT DELETE NOTE
BENCHMARK
#2 IN S.D.R.S.D. SM -07.
a-
SAWCUT LINE /TRENCHING PER DETAIL, SHEET 2
17
PROPOSED 8" SEWER MAIN CROSSING EXISTING WATER LATERAL.
15 +80.4
SEE PROFILE THIS SHEET.
18
CONTRACTOR TO PROTECT IN PLACE EXISTING WATER METER AND
65.96
MAINTAIN WATER SERVICES DURING CONSTRUCTION.
15 +94.9
"
UTILITY NOTE: 19 SEEP PROFILE THIS wSHEETIN CROSSING EXISTING GAS LATERAL.
THE LOCATIONS AND SIZES OF THE EXISTING UTILITIES SHOWN HEREON HAVE 29 CONTRACTOR TO 2 SACK CEMENT /SAND SLURRY SECTIONS OF THE
BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR THE BENEFIT EXISTING CHIMNEY THAT ARE BELOW THE PROPOSED SEWER MAIN. ALL
OF THE CONTRACTOR. ACTUAL LOCATIONS AND SIZES MUST BE VERIFIED BY EXISTING SEWER LATERALS TO BE REPLACED AND CONNECTED TO NEW
THE CONTRACTOR BY POTHOLING PRIOR TO CONSTRUCTION. IT IS THE SEWER MAIN.
SPECIAL DISTRICT
33 CONSTRUCT 1 -1/2 INCH DEPTH TYPE III 'C -2' PG64 -28TR AC OVERLAY,
COLD PLANED PER PROJECT SPECIFICATIONS AND FEATHERED TO MEET
EXISTING PAVEMENT. APPLY SS -1H TACK COAT PRIOR TO OVERLAY.
39 4 -INCH DIG OUT PER MARK OUTS IN THE ALLEY.
41 NEW SEWER LATERALS PER S.D.R.S.D. SS -01, SS -02 AND SS -03.
PLANS PREPARED UNDER SUPERVISION OF
DATE:
R.C.E. N0. 58619
EDWIN C. REESE
EXP. 12/31/12
GAR( 9F
� w No. 58619 m
Exp. 12 31/14 Q
\F C /V1� �oj
OF r n� �
APPROVALS
RECOMMENDED APPROVED
BY, BY,
ED DEANE, R.C.E. 48971 GREG SHIELDS, R.C.E. 30869
DATE:
DATE:
EXIST. ""-
G OR UND
CONTRACTORS RESPONSIBILITY TO TAKE ALL NECESSARY PRECAUTIONARY
MEASURES TO PROTECT ALL UNDERGROUND AND OVERHEAD STRUCTURES
WHETHER SHOWN OR NOT ON THESE DRAWINGS.
7910 CONVOY COURT (858) 715 -1420
SAN DIEGO, CA 92111 (858) 715 -1424 FAX
REVISIONS
APP ED
DATE
REFERENCES
DATE
BENCHMARK
SCALE
AS -BUILT
d4t kl
4/4/14
15 +80.4
BENCHMARK: POINT NO.: 1032 STATION NAME: ENC -32
DESCRIPTION: 2" SD. CO. ENG. DEPT. BRASS DISC.
LOCATION: TOP OF CURB EAST SIDE OF VULCAN AVE.,
200 FEET NORTH OF 'E' STREET.
ELEVATION: 92.004 FEET DATUM: NAVD 88
HORIZONTAL 1" = 20'
VERTICAL 1' = 4'
5- BUILT
65.96
3
15 +94.9
6"
PVC
(SDR -35)
66.03
4Q
16 +60.4
4"
PVC
(SDR -35)
67.23
5Q
16 +65.5
4"
PVC
(SDR -35)
67.38
6Q
16 +97.2
6"
PVC
(SDR -35)
SPECIAL DISTRICT
33 CONSTRUCT 1 -1/2 INCH DEPTH TYPE III 'C -2' PG64 -28TR AC OVERLAY,
COLD PLANED PER PROJECT SPECIFICATIONS AND FEATHERED TO MEET
EXISTING PAVEMENT. APPLY SS -1H TACK COAT PRIOR TO OVERLAY.
39 4 -INCH DIG OUT PER MARK OUTS IN THE ALLEY.
41 NEW SEWER LATERALS PER S.D.R.S.D. SS -01, SS -02 AND SS -03.
PLANS PREPARED UNDER SUPERVISION OF
DATE:
R.C.E. N0. 58619
EDWIN C. REESE
EXP. 12/31/12
GAR( 9F
� w No. 58619 m
Exp. 12 31/14 Q
\F C /V1� �oj
OF r n� �
APPROVALS
RECOMMENDED APPROVED
BY, BY,
ED DEANE, R.C.E. 48971 GREG SHIELDS, R.C.E. 30869
DATE:
DATE:
EXIST. ""-
G OR UND
C)
OR O
U) w
N w of
xw w
w cn m
SECTION B -B
NOT TO SCALE
SEWER DATA - ❑
6.0'
5.2' 7.0'
1.8'
DEBCFFIpN
Lt
5.2_, cn Lu ><
w�
a , w�
L2
C)
OR O
U) w
N w of
xw w
w cn m
SECTION B -B
NOT TO SCALE
SEWER DATA - ❑
LNB
UEMM
BEi4F00MTA
DEBCFFIpN
Lt
65.00'
S6'07'47 "E
8" PVC (SDR -35)
L2
275.00'
S6'07'49 "E
8" PVC (SDR -35)
PROPOSED LATERAL CONVECTIONS
LA71EPAL
STA
DEBCRrMN
WAN ELVATION AT MAN
Q
15 +76.0
6"
PVC
(SDR -35)
65.94
2Q
15 +80.4
6"
PVC
(SDR -35)
65.96
3
15 +94.9
6"
PVC
(SDR -35)
66.03
4Q
16 +60.4
4"
PVC
(SDR -35)
67.23
5Q
16 +65.5
4"
PVC
(SDR -35)
67.38
6Q
16 +97.2
6"
PVC
(SDR -35)
68.32
7Q
17 +02.2
4"
PVC
(SDR -35)
68.46
8
17 +62.7
4"
PVC
(SDR -35)
70.26
9Q
18 +06.1
4"
PVC
(SDR -35)
71.54
QO
18 +57.1
6"
PVC
(SDR -35)
73.05
11
18 +83.1
6"
PVC
(SDR -35)
73.82
18+ 3.7
4"
P C
SDR -35)
74.13
Q
17 +66.0
4"
PVC
(SDR -35)
70.35
CITY OF E N C I N I TA S ENGINEERING DEPARTMENT
SEWER PLAN SHEET FOR:
WORK PROJECT NO. CEE08B
SECOND STREET
SEWER IMPROVEMENTS
N
DRAWING NO.
d4
N
O
ES -362
z
SHEET 13 OF 23 0
AS -BUILT
w
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VJ
NO
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F
I
f
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f
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c
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ol�
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+.
N
PROFILE: SEWER LINE 'C'
SCALE: 1" = 20' HORIZ.
1" = 4' VERT.
_ I
* LOCATION OF EXISTING UTILITIES AND LATERALS SHALL
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
�# THE LOCATION OF THE EXISTING LATERALS ARE THE
10 +00 11 +00
i
q} .
i
I
/ N ' J
0 N
00 0 _ 0
00 Z APN 258 - 052 -12 18
+
33
EXISTING 8 ".
1 18 17 P,/L 7 L1 VC SEWER '` rn
ALL
.w.c
% , «,
r i ,_,. ,,., H ..._. H
0 0 0
, N
0 33 PA 33
41 , 4 N I CAUTION
1 41 2
I ; I = EXIST. 1" H.P. GAS LI
a r l U U H
EXFSTING--OVE-R iEAD t
W
APN 758 50 2–'0 7 EXIS7ING 6" ±
01 APN 58 -052 -04..
LINE ACA' WATER ,
1 ,` ( APN 258- 052 -06 APN 258- 052 -05� .
.. #
PLAN: SEWER LINE 'C'
SCALE: 1 • = SEWER CLEANOUT NOTE:
20
ALL EXISTING SEWER CLEANOUTS THAT ARE WITHIN THE RIGHT -OF -WAY SHALL BE REMOVED. A
NEW CLEANOUT WILL BE PLACED AT THE RIGHT -OF -WAY. EACH LOT WILL BE PROVIDED WITH
ONE CLEANOUT AND SHALL BE PER S.D.R.S.D. SC -01.
20 0 20 40 60 EXISTING LATERAL NOTE:
ALL EXISTING SEWER LATERALS TO BE REPLACED WITH NEW LATERALS AND CLEANOUTS. LATERALS
SCALE 1" = 20' WILL BE 4" PVC (SDR -35) FOR SINGLE RESIDENTIAL AND SINGLE UNIT COMMERCIAL, 6" PVC (SDR -35)
FOR MULTI –UNIT RESIDENTIAL AND MULTI –UNIT COMMERCIAL. LATERALS SHALL BE PER S.D.R.S.D.
;.v SS -01, SS -02 AND SS -03, CLEANOUTS SHALL BE PER S.D.R.S.D. SC -01.
UTILITY NOTE:
THE LOCATIONS AND SIZES OF THE EXISTING UTILITIES SHOWN HEREON HAVE BEEN OBTAINED FROM
x ;} AVAILABLE RECORDS AND ARE SHOWN FOR THE BENEFIT OF THE CONTRACTOR. ACTUAL LOCATIONS AND
SIZES MUST BE VERIFIED BY THE CONTRACTOR BY POTHOLING PRIOR TO CONSTRUCTION. IT IS THE
7910 CONVOY COURT (858) 715 -1420 CONTRACTORS RESPONSIBILITY TO TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL
SAN DIEGO, CA 92111 (858) 715 -1424 FAX UNDERGROUND AND OVERHEAD STRUCTURES WHETHER SHOWN OR NOT ON THESE DRAWINGS.
REVISIONS AP D DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT
AS –BUILT 4/4/14 BENCHMARK: POINT NO.: 1032 STATION NAME: ENC -32
As- U1L-T DESCRIPTION: 2" SO. CO. ENG. DEPT. BRASS DISC. HORIZONTAL 1" = 20'
LOCATION: TOP OF CURB EAST SIDE OF VULCAN AVE., VERTICAL 1' = 4'
200 FEET NORTH OF `E' STREET.
ELEVATION: 92.004 FEET DATUM: NAVD 88
ri
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12 +00
uft
T
NOT TO SCALE
g SEE SHEET 4
1
UW f! ; I 1
w
S.a-J I
R/W R/W
< -1 cW0Lo Lij
i. Loo i I 20.0'
0 Nn OO
04 + Z r '
ti, 7 vp EXIST. _
II II GROUND
f1
cln
m i
–_ G
80.0'___.
I 46.0' 40. 0 "`
SEWER DATA - ❑
LINE#
U9 0M
BEAF9 0/DELTA
DEBCFYTFON
L1
204.27'
S5'53'52 "E
8" PVC (SDR -35)
W No. 58619 m x
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9TF OFi CA��F���\
4.0'
mz 3 w
a N
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N m a o
XWW Wd'
0
1.7'
C� 0
Z Q Z N
0 3 N ccD
X X_
Wco W�
m
LA
CONSTRUCTION NOTES
Ot -- CONSTRUCT SEWER MANHOLE PER S.D.R.S.D. SM -01 AND
SM -03. ALL MANHOLE SHALL BE COATED AND LINED PER
S.D.R.S.D. SM -07 EXCEPT DELETE NOTE #2 IN S.D.R.S.D.
SM -07.
SECTION C -C G)— SAWCUT LINE /TRENCHING PER DETAIL, SHEET 2
NOT TO SCALE
7a— EXISTING SEWER MAIN TO BE REMOVED
17 PROPOSED 8" SEWER MAIN CROSSING EXISTING WATER LATERAL.
SEE PROFILE THIS SHEET.
8-- CONTRACTOR TO PROTECT IN PLACE EXISTING WATER
METER AND MAINTAIN WATER SERVICES DURING
PROPOSED LATERAL CONNECTIONS
LATERAL
BTA.
ldlCIA�LU OI
DEBCF;PIION
APPROVALS
140IT ELVA71ON AT MAN
Q
10 +04.9
4"
PVC
(SDR -35)
53.88
Q2
10 +68.9
6"
PVC
(SDR -35)
53.56
33
10 +78.5
6"
PVC
(SDR -35)
53.52
4Q
11 +04.4
4"
PVC
(SDR -35)
53.39
UCJI VIYLU OI
UR/1�11Y DI
ldlCIA�LU OI
APPROVALS
Wb1
ER
MH
PLANS PREPARED UNDER
SUPERVISION OF
RECOMMENDED
APPROVED
DATE:
BY:
BY:
ED DEANE, R.C.E.
48971 GREG SHIELDS, R.C.E. 30869
R.C.E. N0. 58619
EDWIN C. REESE
EXP. 12/31/12
DATE:
DATE:
CONSTRUCTION.
30 REMOVE EXISTING CHIMNEY. ALL EXISTING LATERALS TO BE
REPLACED AND CONNECTED TO NEW SEWER MAIN.
31 CONTRACTOR To REMOVE AND REPLACE SECTION OF ALLEY APRON
PER S.D.R.S.D. G -17.
33 CONSTRUCT 1 -1/2 INCH DEPTH TYPE III 'C -2' PG64 -28TR AC
OVERLAY, COLD PLANED AND FEATHERED TO MEET EXISTING PAVEMENT.
APPLY SS -1H TACK COAT PRIOR TO OVERLAY.
39 4 INCH DIG OUT PER MARK OUTS IN THE ALLEY
41 NEW SEWER LATERALS PER S.D.R.S.D. SS -01, SS -02
AND SS -03.
CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO.
SEWER PLAN SHEET FOR:
SECOND STREET ES -362
SEWER IMPROVEMENTS
WORK PROJECT NO. CEE08B SHEET 14 OF 23
AS -BUILT
20 0 20
SCALE 1" = 20'
40 60
+ w 't
_ J
p r- to t0 O s
+-
t (0 i—y
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LO 0 �J 1 /D 1 t LO
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s w �
*C �. -I{OF -PIPE
P f54. 61*.`
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C _ +
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.1e
10 +00
ALLEYWAY
SEE SHEET 16
SEweR LIE T
�r
F
EXISTING
ACP WA_
E
8" r:'F R
N —
FRUPON
N
11
f
qN 258 184 -14
`_ _
11
SEE 81 EET 18
SEWER LINE 'E
ALLEYWAY
APN
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/ o
EXISTING OVERHEAD
LINE
EXISTING 8 "
yACP WATER /
D o
—r - W �'
r I I . � I
- -
_._.'_ i __i__ 54" Sb 111 +41.75
-t- IE 57.03)*
f-
r ,
1--t-7-7
-
-
a
m
• I � �� i� j � � 1 I
'1LE: Z!jhvvhlG LUNL
SCALE: 1" = 20' HORIZ
1" = 4' VERT.
SECOND STREET
SEE SHEET 8
SEWER L&E 'A'
EXI-STIN --
___._ STORMDRAI
91
APN 258- 184 -01
T
LrC#
LEN07H
TA
DESCFrnON
L1
158.34'
�J
10" PVC (SDR -35)
8
Omc
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D o
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a
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'1LE: Z!jhvvhlG LUNL
SCALE: 1" = 20' HORIZ
1" = 4' VERT.
SECOND STREET
SEE SHEET 8
SEWER L&E 'A'
EXI-STIN --
___._ STORMDRAI
91
APN 258- 184 -01
T
LrC#
LEN07H
TA
DESCFrnON
L1
158.34'
�J
10" PVC (SDR -35)
8
Omc
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-I
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------ '
i
jW
4
-
IN
W
n
Signs
k
i,
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t,
I. AA
SEE SHEET 9
SEWER LINE 'A'
SECOND STREET'
PLAN: SEWER LINE 'F'
SEWER DATA - ❑
LrC#
LEN07H
TA
DESCFrnON
L1
158.34'
EN84-OE100"E
10" PVC (SDR -35)
UTILITY NOTE:
THE LOCATIONS AND SIZES OF THE EXISTING UTILITIES SHOWN HEREON HAVE
�IIIII� BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR THE BENEFIT
OF THE CONTRACTOR. ACTUAL LOCATIONS AND SIZES MUST BE VERIFIED BY
Aff THE CONTRACTOR BY POTHOLING PRIOR TO CONSTRUCTION. IT IS THE
1.. c ) <� 'v CONTRACTORS RESPONSIBILITY TO TAKE ALL NECESSARY PRECAUTIONARY
7910 CONVOY COURT (858) 715-1420 MEASURES TO PROTECT ALL UNDERGROUND AND OVERHEAD STRUCTURES
SAN DIEGO, CA 92111 (858) 715 -1424 FAX WHETHER SHOWN OR NOT ON THESE DRAWINGS.
REVISIONS AP V D DATE REFERENCES DATE BENCHMARK SCALE
— UIG.T- • BENCHMARK: POINT NO.: 1032 STATION NAME: ENC -32
DESCRIPTION: 2" SO. CO. ENG. DEPT. BRASS DISC. HORIZONTAL 1" = 20'
LOCATION: TOP OF CURB EAST SIDE OF VULCAN AVE., VERTICAL 1' = 4'
200 FEET NORTH OF 'E' STREET.
ELEVATION: 92.004 FEET DATUM: NAVD 88
s
CAR(
O N
4J No. 58619 r"
kp P 12/31/ 2 Q
\�xCIV�\ -F��j
OF r, h,\ \
P, ._. r r--
I
t. __ < _ _ --
i }
* LOCATION OF EXISTING UTILITIES AND LATERALS SHALL
BE FIELD VERIFIED PRIOR TO CONSTRUCTION. - !-
** THE LOCATION OF THE EXISTING LATERALS ARE THE -
LOWEST LATERAL OF THE CHIMNEY LATERAL.
12 +00
LA _ it 258 - 163 -06
J -. ' ! i
M O
CO
Z _
CONSTRUCTION NOTES
1a-- CONSTRUCT SEWER MANHOLE PER S.D.R.S.D. SM -01 AND SM -03. ALL MANHOLE
SHALL BE COATED AND LINED PER S.D.R.S.D. SM -07 EXCEPT DELETE NOTE #2
IN S.D.R.S.D. SM -07.
SAWCUT LINE /TRENCHING PER DETAIL, SHEET 2
8�— PROPOSED 8" SEWER MAIN CROSSING EXISTING. 6" WATER.
SEE PROFILE THIS SHEET.
14 PROPOSED 8" SEWER MAIN CROSSING EXISTING. 54" STORMDRAIN.
SEE PROFILE THIS SHEET.
rl
SPECIAL DISTRICT UGJibVGV o, VRAWV 6T 1GlMH 6t APPROVALS
WM ER MH
PLANS PREPARED UNDER SUPERVISION OF RECOM ENDS APPROVED
DATE: /O Of/ /2' BY: BY:
l� , �.E DE , R.C.E. 48971 IG
SHI S, R.C.E. 30869
R.C.E. N0. 58619 `(v"'
EDWIN C. REESE
EXP. 12/31/12 DATE: ® 0 L DATE: iG • /Z
v
CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. c
SEWER PLAN SHEET FOR: 14
SECOND STREET ES -362
SEWER IMPROVEMENTS lz cr
WORK PROJECT N0. CEEOSB SHEET 15 OF 23 c
12 +00
LA _ it 258 - 163 -06
J -. ' ! i
M O
CO
Z _
CONSTRUCTION NOTES
1a-- CONSTRUCT SEWER MANHOLE PER S.D.R.S.D. SM -01 AND SM -03. ALL MANHOLE
SHALL BE COATED AND LINED PER S.D.R.S.D. SM -07 EXCEPT DELETE NOTE #2
IN S.D.R.S.D. SM -07.
SAWCUT LINE /TRENCHING PER DETAIL, SHEET 2
8�— PROPOSED 8" SEWER MAIN CROSSING EXISTING. 6" WATER.
SEE PROFILE THIS SHEET.
14 PROPOSED 8" SEWER MAIN CROSSING EXISTING. 54" STORMDRAIN.
SEE PROFILE THIS SHEET.
rl
SPECIAL DISTRICT UGJibVGV o, VRAWV 6T 1GlMH 6t APPROVALS
WM ER MH
PLANS PREPARED UNDER SUPERVISION OF RECOM ENDS APPROVED
DATE: /O Of/ /2' BY: BY:
l� , �.E DE , R.C.E. 48971 IG
SHI S, R.C.E. 30869
R.C.E. N0. 58619 `(v"'
EDWIN C. REESE
EXP. 12/31/12 DATE: ® 0 L DATE: iG • /Z
v
CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. c
SEWER PLAN SHEET FOR: 14
SECOND STREET ES -362
SEWER IMPROVEMENTS lz cr
WORK PROJECT N0. CEEOSB SHEET 15 OF 23 c