1990-392 R (Plans) DECLARATION OF RESPONSIBLE CHANGE NOgC TO BE DONE
IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, BE DONE ACCORDING TO THESE PLANS, THE
CURRENT
THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE CITY OF ENCINITAS ENGINEERING DEPARTMENT
PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND STANDARDS AND SPECIFICATIONS AND
STANDARD
PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT oWN / PRM IrEC ' t REFERENCE DRAWINGS.
STANDARDS. fa
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND �D�
SPECIFICATIONS BY THE CITY ENCI IS CONFINED TO A REVIEW MIKE E AN WILCSEK (I�III N. ✓ YM80L
ONLY AND DOES NOT RELIEVE E AS E ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
LOGAN ENGINEERING 528 RANCHO SANTA FE 6
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IJ;> 116AL R SCRIP110N RCE NO.: "'72611 500 S r EXP.
DATE: �?. - -�3 i � CROSS GUTTY --- - - - - -- 6.12 - - - - -- ;•.'.: %' -':
.•>,� POK110N OF BLK 41, wW 326, rEC'v. ST 8400 8,1886 ___ 0 5 -f. CON�RFTF S – – - -- PER DE TAIC�-
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TOISMER WITH VACATED POK. OF „ C ' J
APN ZG5- 390-21 $400... S.F. A:C. OUERIA�
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SITL ADDRESS -
528 RANCHO SQNTQ FE RD.
OIIENNAIN, CA. 91014
I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS AS SHOWN ON THIS N. W. CORNER OF 8* Sr 1 RANCHO WTA FE RD.
EASEMENT
LINE
PLAN SATIS S THE REQUIREMENTS AS STATED IN THE FINAL NOTICE OF
APPROVAL TPM 89 292 AND THE STANDARDS FOR PRIVATE STREETS.
PROPOSED LOTLINE ---------- —
DOUGLAS E. LOGAN, R.C.E. 39726 DATE EXISi. lI �, 'I ------- - - - - --
EXP. DATE 12 -31 -93 J INI�I7 L IOIU
REVIEWED FOR CONFORMANCE WITH PRIVATE STREETS STANDARDS:
i
BY:
CITY E GINS , R.C.E. DATE L•+
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WATER &PROVEMFNTS PER OLIVENMOIN M W D
SPECIFICATIONS AND pR STANDARD DRAWINGS
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I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON acs
THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS h� CAA/STMIX)r/bM of FARE Nf7, owAJ
Gifu fN
AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK Q• ��`
ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, ;V-yl C0#sr&/C7WOFA AIM U01 AWAM&W/j,
r
+ IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH
THIS PROJECT OR UNDER MY CONTROL. 3 COWSrAtX J IN O ffE0tt[+Ar
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MUNICIPAL WATER DISTRICT 0, M W. D.
DESCRIPTION OVED DATE UO
VMATER WORKS APPROVAL +� - :. O
AppmvWby:BOYLE ENGINEERING CORPORATION h � ,` � 9us+
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LJ Ws Consulting Engineer w w w
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R.C.E. M�}25 OA JOB NUMBER U 0 O
REVISIONS APPROVED DATE REFERENCES DATE IAL MAW SCALE SPEC DlnFiCT ARDROVALS CITY OF EN(=INITAS
PUBLIC WORKS DEPARTMENT DRAWING NO. LLB Q a-
5� RE .N° OL -8 .O 388 CN15. S4 ON 70/ 11E,4,00 Z6 PL PREP D UNDER SUPERVISION OF REC APP OV
5W. Ce, /NTAC E C CAM /NO DerL HORIZONTAL DATE BY: BY:
NORTE � R*VCE/0 NTA'fE RD. —� CI EN6INEER
9, 0. CO. BERT, CaKTROL 0 - C. 00 73 VERTICAL _ R.C.E. N0. 39 726
EEEV= 119.d70 0•5. .C.r 6.5. EN EER DATE: ��� DAT
E EXP. I2 -3J WORK PROJECT NO. SHEET I OF 4$
GENERAL NOTES SEWER NOTES OLIVENHAIN MUNICIPAL WATER DISTRICT NOTES
1. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS PUBLIC "ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD 1.
WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
WORKS FOR ANY WORK WITHIN THE STREET RIGHT OF WAY. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, THE DECEMBER, 1987 STANDARDS
OF THE OLIVENHAIN MUNICIPAL WATER
SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD DISTRICT. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD
2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, ADOPTED BY THE SAN SPECIFICATIONS
ON THE JOB SITE AT ALL TIMES.
ENCINITAS STANDARDS AND AS APPROVED BY THE CITY ENGINEER. DIEGO REGIONAL STANDARDS COMMITTEE AND THE FOLLOWING SPECIAL
PROVISIONS." 2. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT INSPECTOR. INSPECTOR'S SCHEDULING MUST BE 24 -
48 HOURS IN
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT ADVANCE OF WORK.
BOUNDARY. 1. TRENCH WIDTH SHALL BE PER SDRSD NO. S-4 UNLESS OTHERWISE
NOTED. 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN
4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTER
LINE
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO 2. PIPE AND BEDDING CONDITIONS. FINISH GRADE OF STREET.
CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. (A) ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4 INCH CRUSHED ROCK
BENEATH THE PIPE. 4. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO
5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 3/4
-INCH HIGH
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE (B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE LETTER
"W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE TO SIX (6) INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, IMPRINTED IN NEW
CURB AT ALL WATER SERVICE CROSSINGS.
NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. GRAVEL, CRUSHED AGGREGATE, NATIVE FREE - DRAINING GRANULAR
HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. 5. MANUAL AIR
RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS AND
MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER
MAIN PROFILE.
ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. (C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF FIRE HYDRANTS
MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR
PIPE TO SIX (6) INCHES MINIMUM ABOVE THE PIPE SHALL BE BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS.
6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO 3/4 INCH CRUSHED ROCK. A.B.S. SOLID WALL PIPE MAY BE
BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER. 6. UNLESS
OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL
CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS
OF
EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES 3. AFTER COMPLETION OF PIPE LAYING ALL MAIN LINE SEWERS, SEWER EXISTING MAINS
SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT.
SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE DISTRICT
SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF
OF FACILITIES USED UNLESS OTHERWISE DIRECTED BY THE ENG
P
EXISTING REVISI NECESSARY BECAUSE OF ACTUAL LOCATION PRES Z PRESSU R E TEST SHALL BE ANY SHUTDOWN. APEMO V6 PORTION
7. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR OF607 ✓-IZ
7. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD NO. 17.
HIGH- LINING TEMPORARY SERVICES, ETC., PRIOR TO SHUTDOWNS.
TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT POURED IN PLACE MANHOLE BASES SHALL BE MONOLITHIC POUR
THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FINISHED COMPLETE AT TIME OF POUR. PRECAST MANHOLE BASES ARE 8. LINE
VALVES, WHERE REQUIRED, AT STREET INTERSECTIONS SHALL BE A
CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH LOCATED ON THE
PROLONGATION OF STREET RIGHT -OF -WAY WHENEVER �Z X �TL
PRIOR TO ANY EXCAVATION. FOR VERIFICATION AND LOCATION OF INSPECTOR'S APPROVAL. POSSIBLE. C E - �O
UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
5. THE CONSTRUCTION OF 4 -INCH SEWER LATERAL PER SDRSD NO'S 5 -13 9. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT,
/�/ ( •A o..'.•�
A. SEWERS - '344.. CA44ZGIFF pmirrizlCT AND S -14. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO ARE TO BE INSTALLED AT LOCATIONS
SPECIFIED BY THE FIRE
MANHOLE. DISTRICT.
B. GAS & ELECTRIC - (800) 422 -4133 S.D.G.& E. 6x sr ,/ ``
6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO. S -10, 10. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH "OSHA
". -ir , r
C. WATER - 795-&ACoeo o.M p. TYPE A. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, O _
SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. J �-
D. TELEPHONE - (800) 422 -4133 PACIFIC BELL J L
7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42-INCH
91,
E. CABLE TV - (800) 422 -4133 MINIMUM COVER. 11. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E.,
FCIT G
LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS HOT TAP
8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY
8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT SHALL BE SHOWN ON ORIGINAL PLANS, PRIOR TO ACCEPTANCE.
OF CROSSINGS, OR UTILITIES WITHIN 10 -FEET OF PROPOSED WATER Q
THE ABOVE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED WORK. MAINS, SHALL BE SHOWN ON IMPROVEMENT PLANS. (TrP.J
IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS, IF NEEDED. T
9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE Y OF7s.E7
9. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN 12. ALL WATER SERVICES FOR IRRIGATION, AND COMMERCIAL
OR
DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC INDUSTRIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW
ON THE "AS BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE USE. PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER.
LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN 8 STEEC PIPE t
EASEMENTS DEDICATED TO THE CITY OF ENCINITAS. 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE 13. THE WATER
SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH r!
INSTALLATION. THE PROCEDURES IN THE STANDARD SPECIFICATIONS. THE CLASS OF
10. PAVING SHALL NOT BE PERMITTED UNTIL EXISTING POWER POLES ARE Y C
PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR
RELOCATED OUTSIDE THE AREAS TO BE PAVED. 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS' INSPECTION TESTING ALL PIPE, VALVES
(CLOSED) AND APPURTENANCES.
DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE BUTTERFLY VALVES SHALL BE DRIP -TIGHT AT 200 PSI MINIMUM.
11. TyE CONTZ&CMO 7 _ SHALL. 2EgLJE RZOM THE CITY ENGINEERS FOR INSPECTION OF PROJECT. CONNECTION DETAIL
OFFICE A P2E CONST�LIGTION MEETING 1 SEV>l L P20VIDE 14. CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN
/
5 �� 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY DEPARTMENT OF DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION
OF
LEAST 48 Hou2-5 OF NOTICE P2102 TO MEETING PUBLIC WORKS FOR ANY EXCAVATION WITHIN EXISTING PUBLIC VALVES. NO
SCALE
RIGHTS -OF -WAY.
12. THE ON SHOwN ON - R-4E PLAN�i lam✓ - R 1>✓ MINIMUM 15. THE SUBMISSION AND APPROVAL OF ALL SUBMITTALS AS REQUIRED BY
S 'ECTION iZ 4182E-0 E5`r- THE CITY. ACTUAL 5T2uCML SEC(IONS 13. "AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL THE STANDARD
SPECIFICATIONS IS TO BE ACCOMPLISHED PRIOR TO
WILL 1 Pe ( MINED /�F`(�THE "R" VPLiJI✓ - TEST HAS eEF t- ACCEPTANCE OF THE WORK. THE PRE - CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR.
CONDUCTED }3Y Q gLLCkW FIED JOILS FK&INEEIZ Ot�l - TWe P2E- 14. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A
Q
PA2ED �JU� FAA MA [E(ZIAL . THE ";Z" vALUe T15 AND 2ECOMMENVEP PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK
MU O �O
NGINEEIZED S CfzucTU�L SEC - rloN JT 5E 5y BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH
P02 TO AQP�Cy✓C -p 1() �Y �
TH> CIT r ENGINEER Z1 •THE IN5'TA u AT10N dF BASE ANo WORK TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN ,
� 1 h
1 G _ MATEP_!/�LS. S cP�C iv a 5 t �5 S
O .�,� � N�� SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR
t.l iIJE �� d�j D<zA� /1ti1G5. MATERIALS WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE V 0 t� Q
WITHOUT EXPENSE WHATSOEVER TO THE OWNER, ORDINARY WEAR AND
h
TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. Q 2 h h Q Q
IC)
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15. THE CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS,
THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION
TAPE ABOVE ALL PUBLIC SEWER LINES INCLUDING SEWER LATERALS
LOCATED IN PUBLIC RIGHT-OF -WAY.
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REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS PUBLIC
WORKS DEPARTMENT DRAWING NO. LLJ Q
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U CH /S SQ ON 7ZP lls ✓IWL N PLA PREP ED UNDER SUPERVISION Q OF RECOMMENDED APPROV D I 4 IM LAN
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