1993-154 CS (Plans) GENERAL NOTES SEWER NOTES WATER NOTES ER CONTROL NOTES WORK TO BE DONE
1. A p'mi'P SMALL IM OBTAINED FROM THE CITY OF ENCINIT S ALL WORK TO BE DONE IN ACCORDANCE WITH THE STANDARD 1. WATER WORKS
SHALL BE IN l: IN CASE EMF�2GENCY WORK IS REQUIRED, CONTACT
DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE STREET SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION,LATEST ACCORDANCE WITH THE
DECEMBER 1987 GARY BUKAM AT 714 -77 9_ -8 (PHONE)
RIGHT -OF -WAY. EDITION, THE SAN DIEGO STANDARD SPECIAL PROVISIONS STANDA -.DS WITH RLJISIONS OF THE IMPROVEMENT
CONSIST OF THE FOLLOWING WORK TO DE DONE ACCORDTNG TO
TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS OLIVENHAIN MUNICIPAL WATER DISTRICT.
2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY CONSTRUCTION, (ADOPTED BY THE SAN DIEGO REGIONAL CONTRACTOR SHALL HAVE
A COPY OF THE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE 14AD2 THESE PLANS; THE CURRENT SAN DIEGO COUNTY DEPARTMENT
OF PUBLIC
OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS STANDARD SPECIFICATIONS
ON THE JOB SITE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS
FOR
ENGINEER. "R" VALUE TESTS SHALL BE REQUIRED PRIOR TO (LATEST EDITION), AND THE FOLLOWING SPECIAL PROVISIONS: AT ALL TIMES. NECESSARY
MATERIALS SHALL BE STOCKPILED ON SITE AT IMPROVEMENT OF SUBDIVISION STREETS AND STANDARDS REFERENCE
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF DRAWINGS.
CONSTRUCTION.
1. TRENCH WIDTH SHALL BE PER SDRSD NO. 9-4 2. NO WORK MAY BEGIN OR PROCEED WITHOUT TEMPORARY DEVICES
WHEN RAIN IS IMMINENT.
3• APPROVAL OF THESE XMPROIVEM PLANS AS SHOWN DOTES NOT UNLESS OTHERWISE NOTED. DIRECTION OF DISTRICT'S INSPECTOR.
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE INSPECTOR'S SCHEDULING MUST BE 24 -48 3. DEVICES SHOWN ON
PLANS SHALL NOT BE MOVED OR MODIFIED
vROJECT BOUNDARY. 2. PIPE AND BEDDING CONDITIONS HOURS IN ADVANCE OF WORK. WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
4• ALL VNDERGROVRD UTILITIES WITHIN THE STREET XIGRT -{fF -PAY (A) ALL PIPE SHALL RAVE 4" M21NIMUM OF 3. WHERE ELEVATIONS AND GRADES
ARE NOT SHOWN 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO 3%4 INCH CRUSHED ROCK BENEATH THE ON THE WATER MAIN PROFILE, TOP OF PIPE
TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
CONSTRUCTION OF BERM CURB, CROSS GUTTER AND PAVING. PIPE. PROFILE IS 48 INCHES BELOW CENTER LINE AFTER EACH RUN OFF PRODUCING
RAINFALL.
FINISH GRADE OF STREET EGE
5. THE 2XISTENCE AND LOCATION QE EXISTING MERGROUNI (B) V.Z.P. AND A.B.S_ TRUSS PIPE 5. THE CONTRACTOR
SHALL INSTALL ADDITIONAL EROSION CONTROL CONST
FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH BEDDING FROM BOTTOM OF PIPE TO 02) 4. INSTALL A MINIMUM 1 INCH WATER SERVICE
TO MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO NOTE# ITEM d SDRSD NUMBER SYMBOL QTY
OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE.
TWELVE INCHES MINIMUM ABOVE THE PIPE EACH LOT. METER TO BE LOCATED 5 FEET UNCOMPLETED GRADING OPERATION OR UNFORESEEN
CIRCUMSTANCES
THERE ARE NO OTHER EXISTING FACILITIES EXCEPT A S SHOWN ON FROM A SIDE LOT LINE. A 3/4 INCH HIGH WHICH MAY ARISE.
STREET SURFACE AND DRAINAGE IMPROVEME
SHALL BE SAND, GRAVEL, CRUSHED lO CONSTRUCT 2" AC PAVING OVER 6 AB OR
LETTER "W" SHALL BE CHISELED IN TOP OF
THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE AGGREGATE NATIVE FREE- DRAINING l�,JSF
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY EXISTING CURB OR IMPRINTED IN NEW CURB 6. THE CONTRACTOR SHALL
BE RESPONSIBLE AND SHAD TAKE NATIVE BASED ON " R tt VALUE. (SEE NOTE 2
SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT EQUIVALENT OF 30 OR BETTER.
GRANULAR MATERIAL HAVING A SAND AT ALL WATER SERVICE CROSSINGS. NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS
ONTO SHEET 1).
SHOWN ON THESE PLANS. AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. �
(C) P.V.C. AND A.B.S. SOLID WALL PIPE 5. MANUAL AIR RELEASE SHALL BE INSTALLED AT CONSTRUCT TYPE
"A" DIKE PER SDRSD G -5. 1,533LF
6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY NO BEDDING FROM BOTTOM OF PIPE TO (12) ALL HIGH POINTS AND BLOW OFFS AT ALL LOW 7.
ALL EROSION CONTROL MEASURES PROVIDED IER THE APPROVED O CONSTRUCT AC DRIVEWAY APRON PER SDRSD
TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TWELVE INCHES MINIMUM ABOVE THE PIPE POINT IN THE WATER MAIN PROFILE. FIRE
GRADING PLAN SHALL BE INCORPORATED HEREON. DS - 7, 420SF
TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE SHALL BE 3/4 " CRUSHED ROCK. HYDRANTS MAY BE USED IN LIEU OF A MANUAL
EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND A.B.S. SOLID WALL PIPE MAY BE USED AIR RELEASE OR BLOW OFF WHEN LOCATED AT $.
GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY �-�
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO ONLY WHERE PIPE INVERT GRADES ARE OR NEAR HIGH OR LOW POINTS. FROM THE FACE OF SLOPE
AT THE CONCLUSION OF EACH WORK 25 SDRSD DC22ASPHALT CONCRETE SPILLWAY PER 2
PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY 11 OR GREATER. DAY.
BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 6. UNLESS OTHERWISE NOTED, CONNECTIONS TO 34 CONSTRUCT
TYPE RIP- RAP-ENERGY DI- sIPATOR
3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN EXISTING MAINS SHALL BE MADE DRY. THE 9. ALL REMOVABLE
PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE 6' WIDE x 10' LONGx1.5' THICK, N0.2 BACKING WITH 1 3.30CY
7• THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC LINE SEWERS, SEWER SERVICE LATERALS AND TIME AND DURATION OF ANY
SHUTDOWNS OF AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN LAYER WOVEN FILTER FABRIC. PER SDRSD D -40•
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES STRUCTURES SHALL BE TESTED IN THE PRESENCE OF EXISTING MAINS SHALL BE SUBJECT
TO PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT
AND SHALL COORDINATE HIS WORK WITH COMPANY THE ENGINEER. AIR PRESSURE TEST SHALL BE APPROVAL BY THE DISTRICT. DISTRICT
SHALL AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
REPRESENTATIVES. USED UNLESS OTHERWISE DIRECTED BY THE BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE 47
INSTALL FIRE HYDRANT MARKER PER SDRSD M - T9.
SET 2" IRON PI PER FINAL MAP. i EA
NOTICE• ALL ELECTRIC AND GAS SERVICESfiiTHIN ENGINEER. OF ANY SHUTDOWN. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL
TO PROVIDE
45 r►
" EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR CONSTRUCT EARTHEN BROW DITCH (W.MIN•), 2tWTDE x 1' DEEP
-►�'� A" if
THIS PROJECT ARE UNDERGROUND ' �� b
INSTALLATIONS ". FOR LOCATION OF 4. THE CONSTRUCTI01r QF P.C.C. SEWER MANHOLE PRR 7. CONTRACTOR SHALL COORDINATE WITH DISTRICT TO
NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH �1BROW DITCH PER SDRSD D- 75,TYPEB' SOLF
ELECTRICAL CABLES AND GAS PIPING AND SDRSD NO. 5 -17 POURED IN PLACE MANHOLES SHALL BE ALL ARRANGEMENTS FOR HIGH LINING
PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 WATER IMPROVEMENTS PER OLIVENHAIN MWD
APPURTENANCES CONTACT THE SAN DIEGO GAS A MO MITHIC POUR FINISHED COMPLETE AT THE TIME OF PRIOR TO OF THE EROSION AND SEDIMENT
CONTROL HANDBOOK OF THE STATE STANDARD DRAWINGS AND /OR SPECIFICATIONS
POUR PRE -CAST MANHOLE BASES ACCEPTABLE FOR TEMPORARY SERVICES, ETC., OF CALIFORNIA DEPARTMENT OF CONSERVATION. INSTALL
8" PVC WATERLINE (CL 200
AND ELECTRIC COMPANY. ) . W � BVC 6�OLF
USE WITH 8"INCH COLLECTOR SYSTEMS WITH INSPECTORS SHUTDOWNS. 60
TELEPHONE: 1 800 422 -4133 (DIG APPROVAL.
ALERT') S. LINE VALVES, WHERE REQUIRED, AT STREET T�• Il�LDIS '171�?WDI#f/DLiPEArfD#lLL'�S St1�lLL�E'R'A�lT�D��� 63
INSTALL 8" GATE VALVE. e'GV' t EA
INTERSECTIONS SHALL BE LOCATED ON THE kE515r,gAIr (/EGEMMOA/AS 6WA/igfTF?4ej,O /A/C;.45 55 /8416 MAR. 8
. THE CONTRACTOR SHALL NOTIFY THE�ACIFIC TELEPHONE COMPANY
5. THE CONSTRUCTION OF 4 INCH SEWER LATERALS PER /�PP /GRT /D�tISS'STF�N SH�ILG BE /�t/STXILIfO Cwpi Xit/Ci $HALL 64 INSTALL
1" MANUAL AIR RELEASE ASSEMBLY IEA
RIGHT -OF -WAY COAJFIA,160 TO THE 2EGQT /VELY 02Y MOAJTH5 . I°G4 TED vE
Al - CL 200
BORSD RGE IRE PROLONGATION OF THE STREET
AND 5 -14. LATERALS SHALL NOT CC 8E CNECeED MOA rt44Y F012SU,2V /Vd4. SY4 q�iJ41_1F /ED
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL DISCHARGE DIRECTLY INTO MANHOLE. WHENEVER POSSIBLE. TAT /CVJ SH4
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS-PER BIOCOG /ST FO�Z4 PLf2IOD OF 5 1XM0"7_HS-
THE 9 /OILOG/STSHa4t
SDRSD S S CTI TYPE A. 9. FIRE HYDRANTS, AS APPROVED BY THE a6POIZT TO 7, C /TY 6AJGIAJEE2 OAJ4 MOAJrge_Y 6945/5
TO �TE2M /NE W INSTALL DOMESTIC i" WATER SERVICE PER OMdvD• •- � AEA
NOTICE ALL TELEPHONE SERVICES WITHIN Tests N ' APPROPRIATE FIRE DISTRICT, ARE TO BE S[,IQV /V4e /L/TY OF 7.446 I°�4AJTS PtAe
rl/E SIX MOAITH PE�2IOD SEG /AJA/IAJI'>� b6 INSTALL FIRE HYDRANT ASSEMBLY ICA
"UNDERGROUND INSTALLED AT LOCATIONS SPECIFIED BY THE t`� 7-46 DATE TrIE F /�t/AG C�Q40�MG�5 �IPP20VED. TrK�SE P�4AlTS Tr/QT
�
PROJECT BOUNDARY ARE UNDER ND 7. ALL MAINS AND LATERALS SHALL HE CONSTRUCTER AU A/UT �?U2V/VE MUST86 RE F,7 INSTALL
2 B:O.ASSEMBLY CLASS 200 ICA
INSTALLATIONS ". FOR LOCATION OF FIRE DISTRICT. INSTALL 9o• BEND
CABLES AND APPURTENANCES CONTACT THE 9iiITH 42 INCH MINIMUM COVER.
PACIFIC TELEPHONE COMPANY. S. THE FI NAL L OCATION AND ELEVATION CIF SEWER AM GRADING NOTES
WATER MAINS AND LATERALS SHALL BE SHOWN ON ORIGINAL AS- 7 2 A
10. CONTRACTOR SHALL REVIEW ALL PROPOSED - 74 CONNEC TO EXISTING 8" WATERLINE ICA
OSHA TELEPHONE: 1 000 422~=4133 (DIG BUILT PLANS, PRIOR TO ACCEPTANCE OF WORK. TRENCH WORK WITH O A
COPY OF SEE SHEET 2. SEE DETAIL A SHEET 3 WSR ICA
ALERT) EXEMPTION LETTER OR TRENCHING PERMIT, IF
REQUIRED, SHALL BE SUBMITTED TO THE SEWER NOTES (C ONTINUED )
75 WATER SAMPLE POINT -
9. ALL DESIGN CHANGES Or SEWER MAINS SHALL BE 0 INSTALL 11 BEND 1 EA
9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO APPROVED BY THE DISTRICT ENGINEER IN WRITING DISTRICT PRIOR TO CONSTRUCTION.
- - -- --
CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED PRIOR TO ACCEPTANCE FOR PUBLIC USE. 16. CQV7 J"L[. FUCAJ/SH 4AJD 1Al5T444 PE2
SPEC1P7C4TI0k*3,
IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS IF NEEDED. 11 ALL EXISTING - FACILITIES WHICH MAY AFFECT r#4.e 41 BC/2 /ED UTILITY W42A/
/i/G 4AID IDEAIT 1FIG4T 1OA!
FINAL DESIGN, I . E. , LINE CROSSINGS, L1NIE T4PE 4&W6 444 PueL /C S.- W452C•IAJE5, 4A/D P er /OA./S OF SEWER
10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO L4TE/Z4G.5 WITr /A/ PUBL ,eIG14r Cam' - w4Y Q2 EASEMEAIT5.
PIPE INSTALLATION. PARALLELING, OR PROPOSED CONNECTIONS 17 Tr1E DEVELOPER MAY QE QEQ[1 TO GQADE AA/ACCE53 X40 797
10. ALL TELEVISIONS SERVICES WITHIN THIS PROJECT ARE SHALL BE FIELD VERIFIED. ALL EXISTING OR
. FOR LOCATIOITOI' CABLES AND t PROPOSED UTILITY CROSSINGS uR UTILITIES M4/A/T4 /A/ dAJY PUBL /C SEWERS CQt/ST2UCTd:0 W/rE/
/AJ E45EI•MEAITS SEWER IMPROVEMENTS
"UNDERGROUND INSTALLATIONS "
11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS 4A10 M4'Y BE RE4U12E0 TO 0EDIC4TE ADD / 710A.14L QCCE55 6d5&_&__k
APPURTENANCES CONTACT: INSPECTION DEPARTMENT 48 HOURS IN OF WITHIN 10 FEET OF PROPOSED WATER MAINS, TO ",4 /A/T4 /AJ Tr/E PIUBL /C
aCWE25- O INSTALL 4" PVC SOWER LATERAL PER SDRSD S -13. S 4E
BEGINNING OF WORK TO ARRANGE FOR -INSPECTION SHALL BE .�.tiOWN ON IMPROVEMENT PLANS. Ag. W45TEW4TEIZ D/SCH42GE I°EIZM /TS, 4t/0
PUIMSIAJG Pme"ITS 4
TELEPHONE: 1 -800- 422 -4133 OF PROJECT. PHONE NO. 633 -2770
12. ALL WATER SERVICES FOR IRRIGATION, I�QU /'E'ED P'2 /C�'t2 TO CAUAJECT /O�l/ TO 74C SrSTEM.
88 INS'T'ALL. SEWER MANHOLE (4' X 3') PER SDRSD S-17. 2 EA
11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE MULTIPLE RESIDENTIAL COMPLEXES AND
OF O
GUARANTEE ALL WORK FOR A PERIOD OF O
SHOWN ON THE "AS BUILT" IMPROVEMENT DRAWINGS. ALL 1Z. THE CONTRACTOR SHALL AND liE DOES COMMERCIAL OR INDUSTRIAL
DEVELOPMENTS
O NE YEAR 89 INSTALLS" PVC SEWER. --- - -5 --- 379.16 LF
SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF- SHALL HAVE AN APPROVED BACKFLOW _
WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF AFTER THE DATE OF ACCEPTANCE OF THE WORK BY PREVENTION DEVICE ON CUSTOMER'S
SIDE OF
THE OWNER AND SHALL REPAIR OR REPLACE ANY OR -
ENCINITAS. ALL SUCH WORK TOGETHER WITH ANY OTHER WORK WATER METER. _
EARTHWORK Cr'iiANTI TIE5
12. NO PAVING SHALL BE - DONE UNTIL EXISTING POWER POLES ARE WHICH MAY BE DISPLACED IN SO DOING, THAT MAY CUT
1200 CY
PROVE DEFECTIVE IN WORKMANSHIP AND /OR 13. THE WATER SYSTEM SHALL -BE PRESSURE TESTED INDEX FILL
1200 CY
RELOCATED OUTSIDE THE AREAS TO BE PAVED.
MATERIALS WITHIN THE ONE YEAR PERIOD FROM IN ACCORDANCE WITH THE PROCEDURES IN THE INDEX
DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER STANDARD SPECIFICATIONS. THE CLASS OF DE SGT I PT ION SHT NO.
13• THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE TO THE OWNER, ORDINARY WEAR AND TEAR, UNUSUAL PIPE SHALL BE USED AS
THE DESIGNATED _ �_ QUAN'T'ITIES N'OT'E
CITY ENGINEER PRIOR TO MAKING CHANGES IN THE FIELD. ABUSE OR NEGLECT EXCEPTED. WORKING PRESSURE FOR TESTING ALL PIPE,
TITLE SHEET 1
VALVES (CLOSED) AND APPURTENANCES. LONE HILL THE QUANTITIES ABOVE ARE ESTIMATED FOR BON OSNG KIM PERMIT
14. ALL- SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE 13. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE VALVES SHALL BE DRIP-TIGHT
AT 200 PSI ESTATES COURT 2 'PURPOSES ONLY. THE ENGINEER IS NOT RESPONSIBLE FOR
REFLECTIVE FACE OR EQUIVALENT. CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN a QUANTITIES USED BY VARIOUS SUBCONTRACTORS
IN ESTABLISHING
MINIMUM SEWER LINE 3 THE SCOPE OF WORK TO BE PERFORMED TO COMPLETE THE
15. CONTRACTOR SHALL REQUEST FROM THE CITY ENGINEER'S OFFICE THE RIGHT-OF-WAY.
14. CONTRACTOR TO TIE OFF ALL VALUE LOCATIONS CONSTRUCTION SHORN ON THESE PLANS.
A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 14. "AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR AND PROVIDE WRITTEN DIMENSIONS
TO
HOURS OF NOTICE FOR SUCH A MEETING. PHONE NO. 633 -2770• TO FINAL ACCEPTANCE OF THE WORK.
INSPECTOR IMMEDIATELY UP'JN INSTALLATION
15. FOR SEWER LATE RA�TABtE,SEE SHEET 3 OF VALVES. IT IS AGREED'iHAT' FIELD CONDITIONS MAY REQUIRE
CHANGES TO
16. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR THESE PLANS.
INFORMATION ONLY. CITY OFFICIALS SIGNATURE HEREON -DOES (SEWER NOTES CONTINUED AT RIGHT.) 15. THE SUBMISSION AND APPROVAL OF ALL
rJl-
NOT CONSTITUTE APPROVAL OR RESPONSIBILITY OF ANY KIND DECLARATION OF RESPONSIBLE CHARGE SUBMITTALS AS REQUIREr BY THE STANDARD
IT IS FURTHER AGREED THAT THE OWN ER (DEVELOPER) SHALL Q n
O
FOR THE DESIGN OR CONSTRUCTION OF THESE PRIVATE __ SPECIFICATIONS IS TO BE ACCOMPLISHED A 5 UI
N
L DIRECTOR OF PUBLIC WORKS DETERMINES ARE NECESSARY FOR AND T , HAVE A REGISTERED
CIVIL ENGINEER MAKE SUCH CHANGES, (9 w Om
IMPFZOVEMENTS. I AM THE PRIOR TO THE PRE - CONSTRUCTION MEETING I HEREBY DECLARE THAT ENGINEER OF WORK
FOR THIS PROJECT. THAT I HAVE EXERCISED WITH THE DISTRICT'S INSPECTOR. G(D�' 12 - - 5 C °510 ALTERATIONS
OR ADDITIONS TO THESE PLANS WHICH m HE Z H Q
RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT 5 tY � V
ALL EXISTING STREETS SHALL BE CORE TESTED TO DETERMINE THE EXISTING
17, AS DEFINED IN SECTION 8703 OF THE BUSINESS AND WAYNE ASCO DATE �P.��OPv cr
DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. 1 : STRUCTURAL SECTION AND TO
DETERMINE THE EXTENT OF OVERLAY OR PROFESSIONS CODE AND THAT THE DESIGN IS RCE 2 577 EXP. 3 -31
cm
RECONSTRUCTION NECESSARY TO THE REQUIRED 'R' VALUES. TESTS 9 z �`' I FURTHER AGREE TO COMMENCE WORK
ON ANY IMPROVEMENTS W r- V
SHALL BE PERFORMED AT LOCATIONS APPROVED BY THE CITY ENGINEER CONSISTENT WITH CURRENT STANDARDS. COMMUNITY DEVELOPMENT
a
4 04
SHOWN ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY ? O 04
Ie. I woo G•mireCX. IMPACT PreE3.5Hdu W A55E3SE0 m/ rt4d I®2/V4rE WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION
PERMIT 0 >- W CO I
/MPPt 0VEMEAJT5 TO BE C0A45rZZ C'TED 4A/D SCI -{,dZL Be CC�ILL I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ECTED PR/0Z
AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING Z O1
roTt-IE 155U44JCE UI°4A/IMP2OVEMoffA/T PEQM /T PEQ P44AI A/0.3478I AND SPECIFICATIONS BY THE CITY OF ENCINITAS IS -
DAY UNTIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY = Q 1
CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME W OTHER WORK ASSOCIATED WITH THIS PROJECT
OR UNDER MY O • OV
I CERTIFY THAT THE PRI VATE ROAD IMPROVEMENTS AS SHOWN ON AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR ��: ( °. - �
32' PRIVATE ROAD & GATE O s V Q '^
THIS PLAN SATISFIES THE REQUIREMENTS AS STATED IN THE PROJECT DESIGN. SIGNATURE DATE •• 32f PRIVATE ROAD a PUBLIC UTILITY EASEMENT 1
-� SITE CONTROL (A FINAL NOTICE OF APPROVAL FOR TM 92 -101 AND THE STANDARDS PUBLIC UTILITY EASE
16' 16+ 330' ± APN: 264 - 030 -33 AND PORTION OF 264 - 030 -32 Q�� �
FOR PRIVATE STRE ETS. ENCINITAS FIRE PROTECTION DISTRICT 16 � 16 � EASEMENT 4 1 12 1 12 4 1 3800'± DOVE HOLLOW
RD. OWNER/ PERMITTEE: LHE LTD A CA LIMITED PARTNERSHIP BY
A t~ j�IIS 4' 12' 12' 4' `,NP LONE HILL ESTATES INC. A CA CORP AS GEN.PARTNER
MMYNE PA� . C. E. 29577 T1� � * ��io i F �NG - N 4745 EAST BRYSON STREET
T I - 6 "A.C. BERM P� ANAHEIM,CA 92807
REVIEWED FOR CONFORMANCE WITH PRIVATE STREET STANDARDS: WAYNE PA CO, RCE 29577 DATE 6 "A.C. BERM - 2 y I
ES4S 2x �' 2 CUl D 6�M4�N ,jam �' t ' �' Q
• F /p j' �! 1�i4
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