1989-9578 R (Plans) 1. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS
DEPARTMENT OF PUBLIC WORKS FOR ANY WORK WITHIN THE STREET
RIGHT' -OF- -WAY. 10) IMPORT MATERIAL SHALL BE OBTAINED.FROM A LEGAL SITE LEGAL DESCRIPTION
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE (NOTE - A SEPARATE VALID GRADING PERMIT'MUST EXIST FOR EITHER
2. THE ST'RUCTURAI, SECTION SHALL BE IN ACCORDANCE WITH SAN FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH WASTE OR IMPORT AREAS WITHIN
THE CITY). IMPORT MATERIAL MUST AN EASEMENT FOR PRIVATE ROAD AND UTILITIES ACROSS PART of
DIEGO COUNTY �TANDARDS AND Af:, APPROVED BY THE CITY STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND BE APPROVED BY THE SOILS ENGINEER PRIOR
TO IMPORT. SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER
ENGINEER. FROM MATERIAL SHALL BE REMOVED BY THE CONTRACTOR OF SECTION 10, TOWNSHIP 13 SOUTH , RANGE 4 WEST,
SAN BERNARDINO
FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. 11) A NATURAL DROUGHT TOLERANT HYDROSEED MIX (AS A MINIMUM) MERIDIAN AND
PART OF PARCELS 1, 2 AND 3, PARCEL MAP 13368.
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES; NOT LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SHALL BE PLACED ON ALL MANUFACTURED
SLOPES OVER THREE FEET IN
CONSTI'T'UTE APPROVAI, OF ANY cow''I'RIJCTIiIN OTIT'STDK THE SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL HEIGHT. ALL AREAS CLEARED OF
BRUSH DURING THE GRADING
BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A OPERATION SHALL BE LANDSCAPED TO THE SATISFACTION OF THE ASSESSOR'S PARCEL.
NUMBER Z57 -OZO- &,, Z91.V ICERT /FY 7NAT mr 1praTE AAD monyE,NENT AS somN
PROJECT BOrJNDnIiY. MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S PROJECT PLANNER. AN MIS MAN- UrISM-1
THE i Mazeememrs AS STATED /N
4. ALL UNDERGROUND UTTLITIES WITHIN THE S'1'RF,FT RIGHT - OF - WAY RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT DECLARATION
QF RESPONSIBL (CHARD TAC FAIk AOMe Ar A}°PICOYAL FDP ^1 - !3368 AND 77kc
SHALL, BE CONSTRUCTED. CONNECTED ANI, TE'•T'FD PiiTOR '1'U THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 12) NO BRUSHING OR CLEARING SHALL
BE PERFORMED IN ANY AREA S7;4vAwDS nic /11we STREETS.
CONC;T'RUC'1'ION OF BERM, 0IRB, CROi 1 t "I'F.R AND PAVING. NOT SHOWN TO BE GRADED ON THE PLAN. OPEN SPACE EASEMENTS OR I HEREBY
THAT I DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS
5. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO NATURAL AREAS SHALL BE STAKED DURING GRADING AND CONSTRUCTION PROJECT, HAVE
EXE$CISED RESPONSIBLE CHARGE OVER THE
5. THE EXISTENCE AND LOC'A'TION OF EXISTING UNDERGROUND FINISH GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM ACTIVITIES TO INSURE THAT SUCH AREAS
REMAIN UNDISTURBED. DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE
FACILIT'IE'. SHOWN ON 'PH ESE PLANS WE:kE: OBTAINED BY A SEARCH OF' CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND CARE SHOULD BE TAKEN NOT
TO RUN HEAVY EQUIPMENT IN AREAS THAT BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS 7-28 - 9/
THE AVAILABLE RL:COkDS;. 1'i) THE i;ES'I' OF 011R. KNOW1.Elx:;E, THERE EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS ARE MEANT TO
REMAIN ASS OPEN SPACE OR NATURAL. CONSISTENT WITH CURRENT STANDARDS.
ARE NO OTHER ILABL E F'ACIL,I'I' B ST OF
AS SHOWN ON THESE DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND R.C.E. 3! Ll4TE
ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
PLANS. HOWEVER. THE CONTRACTOR IS REQUIRED TO TAKE 13) THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY AL
A COA6 lA/A4C6 iY 1771 PR/ ✓ATE SrgaTS
PRECAUTIONARY MEASURES TO PROTE :CET ANY EXISTING FACILITY MATTER EXPOSED REMOVED AND DISPOSED OF. THE TOE AND TOP THE CITY ENGINEER PRIOR TO
EXCAVATION. SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A s,�A'PL8':
SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE REVIEW ONLY AND
DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF
GRADING ORDINANCE. 14) DUST SHALL BE CONTROLLED BY WATERING TO THE MY RESPONSI 11, I FOR PROJECT DESIGN.
SHOWN ON THESE' PLANS. SATT FACTION OF THE CITY INSPECTOR. By.'
5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE __ DATE/ = 9/ EAG /Aft! ,CC•E. Dg7g
F,. LOCATION AND EI.F•VATTON OF IMPROVEMENTS TO BE MET BY WORK MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED 15) SANITARY FACILITIES
SHALL BE MAINTAINED ON THE SITE.
TO BE D:_INE SHALL BE CONFIRMED BY FIELD MEA: PRIOR TO OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE
CONSTRICTION OF NEW WORK. CONTRACTOR WILI, MAKE: EXPLORATORY AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED SOIL ENGINEER'S
CERTIFICATE
EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF
Sl1FFICI I
LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS GRADING FIM PAVEMENT NO Q cY(Y _ A REGISTERED CIVIL ENGINEER
IN THE STATE
PLANS ?F F REVISIONS ARE CONSTRUCTION B C TO ECAUSS PERMIT REVISIONS TO E OF ACTUAL LOCATION CALIFORNIA, ENGINEER AND CITY
ENGINEER PRIOR TO THE DISPOSAL OF OF CALIFORN T PRINCIPALLY DOING BUSINESS IN THE FIELD OF
EV AHEAD R NECESSARY B
OF EXISTING FACILITIES. ANY SUCH MATERIAL. 1) A PRE- PAVEMENT MEETING SHALL BE REQUIRED PRIOR TO APPLIED SOIL MECHANICS,
HEREBY CERTIFY THAT A SAMPLING AND
COMMENCEMENT OF ANY PAVING WORK. STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS
7. THE CONTRACTOR. SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES Sjj
- e / Z 3/Sy
COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND 2) UTILITY EXCAVATIONS SHALL BE BACKFILLED, TESTED, AND AND Iq /go
ONE,COMPLETE COPY OF THE SOILS REPORT COM-
SHALL. COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. APPROVED BY THE SOILS ENGINEER PRIOR TO SUBBASE GRADE PILED FROM THIS STUDY;
WITH MY RECOMMENDATIONS, HAS BEEN SUB -
(Y)N'IIrAQTQR PREPARATION. MITTED TO THE OFFICE OF THE CITY ENGINEER FURTHERMORE, I
NOTICE: ALL, ELECTRICAL AND GAS SERVICES HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE REC-
WITHTN THIS PROJECT ARE "UNDER(;ROUND TN:;TATd,ATION FOR 3) SUBBASE GRADE SHALL BE COMPACTED TO 95% TO A DEPTH OF OMMENDATIONS
INCLUDED IN THE SOILS REPORT FOR THIS PROJECT
LOCATION OF CABLES AND APPUR CONTACT THE PACIFIC 1) THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OF 12 INCHES, TESTED, AND APPROVED
BY THE SOILS ENGINEER AND HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
TELEPHONE COMPANY. TELEPHONE:: 293- -0595 ALL UTILITIES BEFORE COMMENCING WORK. NOTICE OF PROPOSED APPROVED FOR LINE AND GRADE BY THE DESIGN
CIVIL ENGINEER
WORK SHALL BE GIVEN TO UNDERGROUND SERVICE ALERT AT 1 -800- PRIOR TO PLACEMENT OF BASE MATERIAL.
ADDITIONAL UTILITY COMPANIES 422 -4133. SIGNED: l Vc p0 !
4) CLASS 2 AGGREGATE BASE (CL -2 A.B.) SHALL CONFORM TO �� �Pt R.
ENCINITAS SANI'T'ARY DISTRICT 944 -5079 2) AL.I, OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE SECTION 26 -1.02B OF THE CALTRANS
STANDARD SPECIFICATIONS R.C.E. NO. t 3 �`
SAN DIEGUIT'O WATER DISTRICT '755 -1145 WARMING UP, REPAIR, ARRIVAL, DEPARTURE, OR RUNNING OF TRUCKS, DATED JULY, 1984.
- ! C27683 _
CABL,F. TV- DIMF,NSION CABLE 471-9000 EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT, AND ANY OTHER EXP. DATE F . �II}�
c
ASSOCIATED EQUIPMENT SHALT, BE LIMITED T O THE PERIOD BETWEEN 5) AGGREGATE BASE SHALL BE COMPACTED TO 95% OF MAXIMUM
9. IT SHALI, BE THF. RESPONSLBII,TTY C;F' THK. DEVELOPER TO 7:00 A.M. AND 5:00 P.M. EACH DAY, MONDAY THROUGH FRIDAY, AND DENSITY,
TESTED, AND APPROVED BY THE SOILS ENGINEER PRIOR TO
:'I,ACEMENT OF ASPHALTIC CONCRETE. ��rFp�c�Ilop�`!
CON TACT THE U1'If,f'i'Y AGENCIES. AfiVISF: THEM OF 'fH13 PROPOSED NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON THE PREMISES ON SATURDAYS,
SUNDAYS, OR LEGAL HOLIDAYS. ANY
IMPROVEMEN'T';. AND BEAR THE COST OF RELOCATIONS, IF NEEDED.
REQUESTS FOR WORK ON SATURDAYS, SUNDAYS, OR LEGAL HOLIDAYS 6) A PRIME COAT MUST BE APPLIED TO THE GUTTER LINE PRIOR TO
10. ALL TELEVISION SERVICES WITHIN THIS PROJEC'P ARE MUST BE SUBMITTED IN WRITING 72 HOURS . PRIOR TO WORK. PLACEMENT OF ASPHALTIC CONCRETE.
IF REQUIRED, THE SURFACE OF LEGEND
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND ADDITIONAL INSPECTION FEES SHALL BE PAID IN ADVANCE OF THE UNTREATED AGGREGATE BASE SHALL
BE COATED WITH 0.25
APPURTENANCEF• CON'T'ACT APPROPRIATE COMPANY. APPROVAL. GAL /Y02 OF MC -70, OR MC -250 LIQUID ASPHALT. DESCRIPTION SDRSD
SYMBOL
11. POWER SOURCES AND RNN : L:ERVIN(l STREET LIGHT" SHALL BE 3) THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL 7) ASPHALTIC
CONCRETE FOR PARKING LOTS SHALL BE C2 -AR -4000 PROPERTY LINE
SHOWN ON THE "AS- $IJ11.'1"' IMPROVEMENT DRAWING,!. ALL cOURCEt SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY AS SPECIFIED IN
THE MOST CURRENT STANDARD SPECIFICATIONS FOR
SHALL BE LOCATED WITHIN THE DEDICA'T'ED RIGHT-OF-WAY, OR RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL PUBLIC WORKS CONSTRUCTION.
GRADUATION OF ASPHALTIC CONCRETE EXISTING CONTOUR ELEVATION
W1'1'ITTN F.AS;EMF:N'I't3 DEDICATED TO '1'EIF, CITY OF T?NCTNITAS;. SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. SHALL BE APPROVED BY THE
CITY INSPECTOR PRIOR TO PLACEMENT. - EXISTING SPOT ELEVATION .-
12. NO PAVING, SHALL BE DONE UNTIL EXISTING POWER POLES ARE 4) NOTWITHSTANDING THE MINIMUM STANDARDS SET FORTH IN THE 8) PLACEMENT OF ASPHALTIC
CONCRETE SHALL BE INSPECTED AND
RELOCATED OUTSIDE THE AREAS TO BE PAVED. MUNICIPAL CODE AND NOTWITHSTANDING THE APPROVAL OF' THESE APPROVED BY THE CITY INSPECTOR AND BY A
REPRESENTATIVE OF THE EXISTING WATER MAIN
GRADING PLANS, THE PERMITTEE IS RESPONSIBLE FOR THE SOILS.ENGINEER. M
13. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR PREVENTION OF DAMAGE TO ADJACENT PROPERTY. NO PERSON SHALL EXISTING SEWER
MAIN
INFORMATION:, ONLY. CI'T'Y OFFI.CkALS; SIGNATURE HEREON DOES NOT EXCAVATE ON LAND SO CLOSE TO THE PROPERTY LINE AS TO ENDANGER 9) A "SEAL COAT"
SHALL BE APPLIED TO THE FINISHED SURFACE AT q
CONSTITUTE APPROVAL, OR RESPONSIBILITY OF ANY FOR THE DESIGN ANY ADJOINING PUBLIC STREET, SIDEWALK, ALLEY, FUNCTION OF ANY THE RATE OF 0.10 GAL
/YD2. THE SEAL COAT SHALL BE TYPE SSL EXISTING SLOPES
OR CONS'fRUi;'1'ION OF THESE PRI:VA'PE IMPROV} ?MI ?N'fS;. ' IF' SEWAGE DISPOSAL SYSTEM, OR ANY OTHER PUBLIC STREET, SIDEWALK, ASPHALTIC EMULSION
WITH A 60 -70 GRADE LIQUID ASPHALT
APPLICABLE). ALLEY, FUNCTION OF ANY SEWAGE DISPOSAL SYSTEM, OR ANY OTHER PROPOSED FIRE HYDRANT O/) Doa FN
PUBLIC OR PRIVATE PROPERTY WITHOUT SUPPORTING AND PROTECTING 10) PRIOR TO APPROVAL,BY THE CITY: m
14. CONTRACTOR SIiAIJ, NOTIFY 'PILE CITY ENGINEER'S OFFICE 48 SUCH PROPERTY WITHOUT SUPPORTING AND PROTECTING SUCH PROPERTY PROPOSED
WATER MAIN CL eOO 0 1/0 8 ' j0 W
HOURS PRIOR TO BEGTNNING A R ON THIS PROJECT PONE: FROM SETTLING, CRACKING, EROSION, SILTING, SCOUR, OR OT,4ER• A) THE DESIGN
CIVIL ENGINEER SH.aLL PROVIDE
(619) - 5070 Pd«'41AW97 ON Amirm 7v �IhCLO gre17Y DAMAGE WHICH MIGHT RESULT FROM THE GRADING DESCRIBED ON THIS CERTIFICATION OF OF LINE AND GRADE
OF THE A/C PAVING ftoW E (SEE TYPICAL SECTION) 7V 110"k PLAN. THE CITY WILL HOLD THE PERMITTEE RESPONSIBLE F0
'
FINISH SURFACE;
15. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR CORRECTION OF IMPROVEMENTS WHICH DAMAGE ADJACENT PROPE TY. - 6" AC
BERM TYPE "A" /.,O /O L.lr ,G -5
INSPECTION. PHONE (619) 944 -5070. ALL WORK PERFORMED B) THE PAVING INSPECTION APPROVAL AND COMPACTION
WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION 5) SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL RESOURCES ARE REPORT SHALL PROVIDED BY THE
SOILS ENGINEER; PROPOSED 2:1 CUT /FILL SLOPE 1.1
AND REMOVAL. DISCOVERED ON THE SITE OF THIS GRADING DURING GRADING
OPERATIONS, SUCH OPERATIONS WILL CEASE IMMEDIATELY, AND THE C) THE PAVEMENT SHALL BE WATER TESTED FOR PROPRR�
PERMITTEE WILL NOTIFY THE CITY ENGINEER OF THE DISCOVERY. DRAINAGE AND APPROVED BY THE GRADING PCC CROSS GUTTER •D 3.1r SEE
DETAIL
GRADING OPERATIONS WILL NOT RECOMMENCE UNTIL THE PERMITTEE INSPECTOR; AND
HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO DRAINAGE DITCH 6e 4. Or D -75 (TYPE B) z
MA 8
SO. THE DEVELOPER MUST PAY ANY MITIGATION MONITORING FEES TO D) STRIPING .SHALL BE COMPLETED.
COVER DIRECT AND ,INDIRECT COSTS OF AN ON -SITE ARCHAEOLOGIST RETAINING WALL 11460#1 5555F, MAC 9155E 3 ��QOL �
4 U
TO MONITOR GRADING PROJECTS IN ARCHAEOLOGICAL SENSITIVE 1.
AREAS. PROPOSED CONTOUR ELEVATION S /TE
6) THE ENGINEER AGREES TO INDEMNIFY AND SAVE THE CITY AND 11) COMPACTION TESTS SHALL BE SUPPLIED FOR ALL TRENCHES FINISHED
SPOT ELEVATION J blVe
ITS AGENTS AND EMPLOYEES HARMLESS FROM ANY AND ALL LIABILITY, WITHIN PUBLIC RIGHT -OF -WAY. \ m
CLAIMS, DAMAGES OR INJURIES TO ANY PERSON, INCLUDING INJURY -� /
12} ARIGHT -OF -WAY PERMIT FROM THE CITY ENGINEER WILL BE LIMITS of GRADING
TO ENGINEER'S EMPLOYEES AND ALL CLAIMS WHICH ARISE FROM THIS � �
REQUIRED,OF THE CONTRACTOR FOR ANY WORK WITHIN THE EXISTING
DESIGN AND THESE PLANS AND SPECIFICATIONS, AS APPLICABLE. O'.3 N
AN.G'i'ONNECTED WITH THE NEGLIGENT PERFORMANCE OF OR FAILURE TO CITY RIGHT -OF -WAY AND PUBLIC UTILITY EASEMENTS.
@i eD
SA✓D BAN'S 3610 EA, came.e
PE'RF'ORM THE WORK OR OTHER OBLIGATIONS OF 'THESE DESIGNS, �y
PLANS, AND /OR SPECIFICATIONS, OR ARE CAUSED OR CLAIM TO BE OWHRR'S CERTIFICATE
CAUSED BY THE NEGLIGENT ACTS OF ENGINEERS, HIS AGENTS OR /MEET BOX 1✓ 1P.KC• P /PE
EMPLOYEES, HIS AGENTS OR EMPLOYEES, AND ALL EXPENSES OF IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO EROSION CONTROL
1NVEST'IGATING AND DEFENDING AGAINST SAME: PROVIDED, HOWEVER, THESE PLANS. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
/ C /N / T Y MAP °
1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A THAT THIS INDEMNIFICATION AND HOLD HARMLESS SHALL NOT INCLUDE IT IS FURTHER AGREED THAT THE
OWNER (DEVELOPER) SHALL HAVE A AT TELEPHONE NUMBER EMO SUM /DA _943 @a
QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE ANY CLAIM ARISING FROM THE SOLE NEGLIGENCE OR WILLFUL REGISTERED CIVIL ENGINEER MAKE SUCH
CHANGES, ALTERATIONS OR
SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF PUBLIC WORKS 2. EQUIPMENT AND
WORKERS FOR EMERGENCY WORK SHALL BE o
COMPACTION OF FILLS AND BACKFILLS AND COMPACTION MISCONDUCT OF THE CITY, ITS AGENTS, OR EMPLOYEES. DETERMINES ARE NECESSARY AND DESIRABLE FOR
THE PROPER MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. rn
TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND COMPLETION OF THE IMPROVEMENTS. ALL NECESSARY MATERIALS SHALL BE STOCKPILED
ON SITE AT Til/O/'IAS EROS. /NgE
y�
WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. 7) FILLS SHALL BE COMPACTED THROUGHOUT TO 80% DENSITY AS I FURTHER AGREE TO COMMENCE WORK
ON ANY IMPROVEMENTS SHOWN ON CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF C1� g U
UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE DETERMINED BY U.B.C. STANDARD NO. 70 -78. AREAS TO RECEIVE THESE PLANS WITHIN EXISTING CITY
RIGHT -OF -WAY WITHIN 60 DAYS TEMPORARY DEVICES WHEN RAIN IS EMINENT. PS Zy, f f `� N
FILL SHALL BE PROPERLY PREPARED AND APPROVED BY THE
THAT INSPECTIONS AND TESTS WERE MADE BY HIM OF UNDER ENGINEERING GEOLOGIST AND SOILS ENGINEER PRIOR TO PLACING OF AFTER ISSUANCE ON EVERY NORMAL
WORKING DAY UNIT k
HIS SUPERVISION AND THAT IN HIS OPINION ALL EMBANKMENTS COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK 3. DEVICES SHOWN ON
PLANS SHALL NOT BE MOVED OR MODIFIED 0
AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE FILL. FILLS SHALL BE BENCHED INTO COMPETENT MATERIAL AS PER ASSOCIAT D WI PHIS PROJECT
OR UNDER MY CONTROL. WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST ® a
APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND DETAIL ON PLAN IN ACCORDANCE WITH THE APPROVED SOILS REPORT.
EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. ALL EXISTING FILLS SHALL BE APPROVED BY THE CITY ENGINEER CR _
DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF v p W
REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. OWNER _�I _____ __ _______ OF SS/ 4. THE CONTRACTOR SHALL RESTORE ALL
EROSION CONTROL EACH WORK DAY.
4R �Nq DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY
2. THE CONTRACTOR -SHALL PROPERLY GRADE ALL EXCAVATED 8) THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS EBAO SUiM /OA ENGINEER
AFTER EACH RUN -OFF PRODUCING RAINFALL. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN W
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. �� L
5/9 ,EMC /N /TAE 61G1i0. STE. !09 � �`Z' 9� G� PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE
( 5)
PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING EN CiNir, , Ca 9 ZOc?4
r 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION
AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK THE IN -PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING OR w m CONTROL
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DAY -RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT Q
ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT OTHER METHOD, AND SHALL BE SO NOTED FOR EACH TEST. = NO: 31839 7 O DUE TO
UNCOMPLETED GRADING OPERATION OR pNFORESEEfN (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER Z
EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS ES TO VERIFY THE MAXIMUM DENSITY DETERMINATIONS SHALL BE PERFORMED Exp. 12131/4L
* CIRCUMSTANCES WHICH MAY ARISE. EACH RAINFALL.
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE HE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY 10. SHOULD GERMINATION
OF HYDROSEED SLOPES FAIL TO
BEEN INSTALLED. THE FIELD TECHNICIAN. EXPANSION TESTS SHALL BE PERFORMED ON r t C►VI'- ? 6. THE CONTRACTOR SHALL BE RESPONSIBLE
AND SHALL TAKE -
FINISH GRADE MATERIALS. F� E M A HALL qj f a PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% Z
OFCAL \t')� NECESSARY PRECAUTION$ TO PREVENT PUBLIC TRESPASS ONTO COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES
SHALL BE
A PPRO y{p AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE
W
9) WHEN IMPORT OR EXPORT OF EARTH MATERIALS ARE REQUIRED, CONDITION.
@y: � s1� � ° ���•Re/ / WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL W W W
HAUL ROUTES TO AND FROM THE SITE AND THE DISPOSAL SITE SHALL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT
OF Z Z
BE APPROVED BY THEE CITY ENGINEER. DATE: � _2 - 9� 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE CONSERVATION.
APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. (f) C) 0
Z 0 _
REVISIONS APPROVED DATE REFERENCES DATE BE3CH MAW SCALE DIAL T APPFIONAL3 CITY OF ENCINITAS PUBLIC WORKS
DEPARTMENT DRAWING NO. W Q a-
C6WrY&,#CNNARKNO X 0127 3AN0 /EGG /TO W,,4TER015TR /CT PLANS PREPARED UNDER SUPERVISION OF IMPROVEMENT PLAN
FOR MAY TPM 18123
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O� 0. HORIZONTAL ~' 0 Qy: DATE :911
/NT• WIMMIRS&A0.�fCOMAOMw - R.C.E.NO.: HOLLOW LANE & PRIVATE DRIVE 9578-R
N#IYQbrC/SG WS VERTICAL / 'B DAfE
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_ THESE PLANS WITHIN EXISTING RIGHT -OF -WAY WITHIN 60
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IRRESP IVE JAND OR OF ANY OTHER WORK
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ST. fN A/EAD TO T !✓ALL TYPE I ,PER R. s, p. C a06 - F /N /S/16RADE 0' PiQ0f /LE WAIL 'A
• d 1 71.r INTO CONC. HE�40WALL � PER A4F'S f/OLLO!✓ SEE SECTIONS
Q oYE,fL 9f� E wsr. AC W /NEW PgyEM / E7U3 r. � 3 rX ENS /ON ((� U Al ) PROF /LE
For A 9MGbr1-1 TrzAASS17iav 1 +� SNfET 3 Of3
P /✓ER POLE o�fIYNAGE ONE Ga7MESTIC WMW /3.33' "� SC/!LE A/OR / ZO'
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HEADWALL 4 O \ 0 7YP• SAND 9440,5
EXIST 40 EASEMENT FOR REMOYE 176.0/
EX /ST /A�' 4�
A?.i90 AND P716L /C uT /L /TEES ) R/P -RAP ANO PLACE C� Bs) I H O p � � 30.67 ON PLAN �
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® ,-,
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3+45 cover. sw #yDom - r APPROVED 47 S,54 01a , 77
lEt 9DWD P -f OOMNdIX /AL . L /48L -43 �> By:
Y� _ OT TO SCAZE w U)
DATE zwl�
#077! T#077! a -c�.rrN•sAWCVrAofnv : / -
— ,2 -g� —
REVISIONS APPROVED DATE REFERENCES DATE BENCH ` SPECIAL DISTRICT APPROVALS CITY OF E NCINITA8 PUBLIC WORKS
R K S DEPARTMENT DRAWING N O. Z .T
TP / /,z,f COUA/TYBENCH�IARK N0. OCO /E7 w Q (�
M f 6B SAN Off&l /TO WATER D/STR/CT PLANS PREPARED UNDER SUPERVISION OF T RA ING N
ti
'"` ' _ ! SO & ONs ' fZ C4/'J�OREAL FROM HORIZONTAL -_ �y' - DATE : IMPROVEMENT PLAN FOR MAYS '�
6 " Zyt L W/£NCIN/ AS QCl/D. RECORD Ae
- - s -v.•9z 1 z pUNT A VERTICAL / � B ATE �• R.C.E. NO.: UBC169 ENGINEER HOLLOW LANE
AND PRIVATE DRIVE 9578-R
DAT!/Pl NGINEER EXP. �[��
WORK PROJECT NO. SHEET 2 OF 3
f
WATER NOTES
1) WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE
STANDARD SPECIFICATIONS OF THE SAN DIEGUITO WATER DISTRICT. THE CONTRACTOR
SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE Z6.
DATE OF ACCEPTANCE.
2) UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE El/ST. A. C• �� /�'
CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT IV
OF THE ESTIMATED COST BY THE DEVELOPER. CONTRACTOR SHALL COORDINATE WITH
DISTRICT ALL ARRANGEMENTS FOR HIGH — LINING, TEMPORARY SERVICES, ETC., PRIOR TO A.C. BERN(
SHUTDOWN.
3) WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE EWRS ED 1 C. elf /NC ON 4" CLASS
II
(TYP) � P / P OVE NT BA SE f Ol�.ER /2 "Of RECOi'/P,4CTE0 BASE
PROFILE IS 48 INCHES BELOW CENTER LINE FINISH GRADE OF STREET. w OPMA SL/, LA AS RECO IWIYA D,E,O BYBOTGS ENG/NEfiQ
„
4) ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 1 # ¢ BARS ® /C 0 C. I ' O
CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH J 14 " I✓ALL APA //
5) O.
V Peg S.D oC � I
RESIDENTIAL LOT. 7
6) CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF 't •e „ \ C
SAFETY FOR ALL TRENCH WORK. # BARS B /6 0• C ,�' G (1 ) st 9 0 5 (7V?)
7) INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 2 #¢ �'eS jTY�) • • # ¢BAR (TYP)
FEET BEHIND WHERE SIDEWALK WILL BE CONSTRUCTED. �4'0( A p
8) PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. Z5' AX \ ' '
9) CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS —OF —WAY. 10) THE DISTRICT REQUIRES
THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE PROP05E0 TYPE I /Z INSTALLED WITHIN EXISTING COUNTY RIGHTS — OF — WAY, CITY OF ENCINITAS
RIGHTS — RET,4 /N /N6 /✓.Q PE oo r # 9 9,4 O /G" 0•C, L177
WAY, PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, r - 6" / =O P-0" /Q f D. C- , , r — /6- BEFORE
THE WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER :`" 4 BARS
DISTRICT OFFICE. �wA� �• A
s "0 ona1nes a'o.c. ,tee 95,0 c -7!a
11) PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS
TO OBTAIN AND REVIEW CURRENT SAN DIEGUITO WATER DISTRICT'S SPECIFICATIONS. TYPICAL SECTION �• T ��/ SECT /0N 6-46
3M
12) THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN Of WALL " A " X -¢" SEC /IWY
6 u 4 BAR ® �Z OC.
"
ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. NO ✓�'CgLE TYPX41, LET/ OR. 1A /0' NOLW LN "
13) FILL AREAS MUST BE COMPACTED TO 90%, PRIOR TO PIPE INSTALLATION. INERT. I° '21
14) APPROVAL OF THIS PLAN BY S.D.W.D. DOES NOT CONSTITUTE A REPRESENTATION AS TO THE
ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OF NON— EXISTENCE OF, ANY
UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
15) ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE I 4 " 4 BA,?8
9 a " 0. t'
PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
PROPOSED UTILITIES CROSSINGS OR WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOW. #¢ BAR(S)
ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN z;0" 2 /Ow
WRITTEN PERMISSION BY WATER DISTRICT.
16) WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE
INSTALLED TO THE DISTRICT'S SATISFACTION. BACKFLOW DEVICES ARE TO BE INSTALLED
DIRECTLY OUTSIDE CITY OR COUNTY RIGHT —OF —WAY OR OUTSIDE WATER DISTRICT EASEMENT. O (21 #4 BARS (7YP•)
REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICES ARE RESPONSIBILITY OF
OWNER..
17) MINIMUM HORIZONTAL SEPARATION OF 10' REQUIRED BETWEEN FIRE HYDRANTS AND S.D.G.& E. +w9QA9 5 9 /6 O.C.
WALL "A"
VAULTS. ALO MAWS II L 04 1 L
18) UTILITIES TO MAINTAIN MINIMUM 5' SEPARATION WHEN PARALLELING WATER SERVICES.
TYP /CAL SECT /ON
19) CONTRACTOR & DEVELOPER IS RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY 9�="
( F. H., METERS, VALVES, VALVE BOXES, ETC.) THAT ARE EFFECTED BY ITS PROJECT. NO SCALE
20) CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVE:; ¢ BARS
FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE BY THE SAN DIEGO COUNTY Rid Q S. D. C-7
WASTE DIVISION.
3" # 4 LIAR 6 ft " 0 C
0
PROPOSED I i� ICI
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PER
t =o 1 C - /* 4 Z ROAD 1 z •_ 0 E,Y /ST. R /P -,QAP a9VU7ED
_
TO Bf RELOAT CA IQO
5 1
1 CNANN,EG BOTTOM EX /ST /NG GRADC
TYP /COIL SECT /ON OF WALL "A' 1 o Q >'rvicK PEXV100-1 &ICKf /LL "ram
NO SCALE
IV
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SECT /ON A - A
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Derr. 34'e39 a FIRE MARSHALL Exp.IV3i/9L
APPROVED- 9 CiYt%,-
BY: Fes"
DATE: - -/
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS PUBLIC
WORKS DEPARTMENT DRAWING NO.
TRW / 0 CDUNTY D /S SE / !I NC0 N0. OCO/27 PLANS PREPARED UNDER SUPERVISION OF IMPROVE ENT PLAN FOR MAYS T
P M 16123
2
PM 1 1 4 6 0 BRASS K SENCONCRETE JON. D. 5 SAN D /EGU /TO WATER D /STR /CT �
D A ^�^ HORIZONTAL "' '
A N T S z 5/// / 12 l ,50. ALONG F�L CA/�1 /NO.PEAL FROM DATE
Qy ._ _- - - —
NT. W /ENC /N/ 45 8LV0 RECORD FRO r TE . R.C.E. N0.: s � HOLLOW LANE AND PRIVATE DRIVE I V E
OUNTY BENCHMARKS VERTICAL �� 9 578- R
Z4 DATUM !/BCi'G3 ENGINEER EXP. GZ WORK PROJECT NO. SHEET 3 OF 3