2000-6789 I (Plans) i
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WORK TO BE DONE
ALL WOOK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION LATEST EDITION), THE SAN DIEGO STANDARD
PA SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
40 P PRIVATE ROAD AND PUBLIC UTILITY EASEMENT PER PARCEL MAP CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL
STANDARDS COMMITTEE),
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION). AND
32' GRADED WIDTH OLIVENHAIN MUNICIPAL WATER DISTRICT CURRENT STANDARD SPECIFICATIONS
FOR THE CONSTRUCTION OF WATERMAINS do FACILITIES
4' 4' 12' 12 4' 4'
z 6' 6' z 3.5' FIRE HYD. )WITH ITEM STD DWG SYMBOL QUANTITY
J J 2 PROTECTION POSTS PER OMWD
m m STANDARD SPECIFICATIONS PROPERTY LINE
� � 1-
? 22% ?: EXISTING CONTOURS
FINISH CONTOURS 54
,
PROPOSED SPOT ELEVATION
ROLLED CURB
MIN. AC OVER PER SDRSD NO G -4
6" CLASS . SS II BASE CUT SLOPE (2:1)
PER CITY OF ENCINITAS (TYPICAL BOTH SIDES)
ROAD STANDARDS 8" WATER AC STRUCTURAL FILL SLOPE (2:1)
PER THIS PLAN SECTION PER SOILS
8" SEWER PER CS -37 INVESTIGATIONS
CONSTRUCT ROLLED CURB AND GUTTER G - 4 1156 LF
POPPY HILLS LANE (PRIVATE) CONSTRUCT AC STRUCTURAL SECTION
12 .600 S F
TYPICAL STREET SECTION CONSTRUCTION OF WATER MAIN PVC CLASS 200 626 LF
T.I. =5.0
NOT TO SCALE CONSTRUCTION OF MANUAL AIR RELEASE OMWD A -2.3 1 EA
PRIVATE ROAD CERTIFICATION CONSTRUCTION OF WATER LATERAL O MWD B -1.1 w S EA
EXISTING SEWER LATERAL PER CS -372
SA TISFIES THE REQUIREMENTS )
I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS AS SHOWN ON THIS PLAN -
UIREMENTS AS STATED IN THE FINAL NOTICE OF APPROVAL
EXISTING SEW
ER MAIN PER CS 372
OR 98
— S
F TPM -140 AND THE STANDARDS FOR PRIVATE STREET'S
�
OWNERS CERTIFICATE
EXISTING WATER MAIN PER 6494 -G W
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST SAN DIEGUITO ENGINEERING INC. r�
HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY EXISTING MANCHESTER AVENUE, SUITE 105 BARRY L
MUNSON RCE 40980 EXISTING MANHOLE PER CS -372 - - -z�
AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. ENCINITAS, CALIFORNIA 92024
PHONE: (760)753 -5525 GRAVEL BAGS 998 EA
DATE HYDROSEED 5515 SF
Rp,NCH GNAT RE DATE SOILS ENGINEER'S CERTIFICATE CONSTRUCT DRIVEWAY G - 14 4 EA
P� ME: LVI MAYO, NANETTE MAYO,
FORO TRUSTEES OF THE MAYO FAMILY TRUST DATED FEBRUARY 19, 1990 ^-� AC DOWNDRAIN D -22 1 EA
I, �/'�► �L 3 • �'EGISTERED CIVIL ENGINEER IN THE STATE
BUMANN ADDRESS: 1007 EMERALD BAY, LAGUNA BEACH, CA 92651 OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED FIRELANE
-NO PARKING SIGN 3 EA
ROAD SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE
WILDFLOWER y SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR CONCRETE CROSS GUTTER G -12 a
i � � 350 SF
DRIVE ?PRIVATE) PHONE: (714) 261 -1400 UNDER MY DIRECTION BETWEEN THE DATES AND
4NCN0 ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY,
o WILDFL WER R WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF
_ IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING
pFESS/
� DRIVE ?PRIVATE) 'r;.�,� /;; PLANS. Q� t7ti
-y PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE Q c�O q� QUANTITIES NOTE:
7 IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A SOILS REPORT FOR TH PELOJECT BEEN INCORPORATED IN THE y
yc THE QUANTITIES ABOVE ARE ESTIMATED FOR BONDING AND PERMIT PURPOSES ONLY.
REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS, OR GRADING PLAN "D E T
CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES AS A PART OF HIS BID.
N0.36037
ENC�N ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF ENGINEERING M
f' s S DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER SIGNED: �r �}
E` C4M /NDIE SOUTHERN CALIFOR
O pE �iJ OF �4N COMPLETION OF THE IMPROVEMENTS. , ;' NIA cr<� \�
NO G p RCE No.: EXP D TE: G�3a, o ~ SOIL AND TESTING INC. OF
I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN 6280 RNERDALE STREET
ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 SIGNED: SAN DIEGO CA. 92120
DAYS AFTER THE ISSUANCE OF THE CONSTRUCTION PERMIT AND TO (619) 280 -4321 fF�1.�
PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL CEG No.: 1 EXP DA : m s) ' Of SCS&T 9911139.1
VICINITY MAP COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK
NOT -TO -SCALE SOCIATED WITH THIS PROJECT OR UNDER MY CONTROL.
4 1L+'►s ,
DECLARATION OF RESPONSIBLE CHARGE =�
• I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. .0
• I THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
IGNATUR DATE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS ` if C}►1.`� y
CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. �-
ME: ALVIN . LYO, NANETTE MAYO,
TRUSTEES OF THE MAYO FAMILY TRUST DATED FEBRUARY 19, 1990 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
i
BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES
ADDRESS: 1007 EMERALD BAY, LAGUNA BEACH, CA 92651 NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR
0 I
PROJECT DESIGN. �UfESSI� Z
PHONE: (714) 261 -1400 y�� �� L 11�,��+
SAN DIEGUITO ENGINEERING, INC. W m EARTHWORK QUANTITIES
LEGAL DESCRIPTION 4407 MANCHESTER AVENUE, SUITE 105 BARRY L. MUNSON RCE 40980 °` No Leo ('
ENCINITAS, CALIFORNIA 92024
SEE CERTIFICATE OF COMPLIANCE PHONE: (760)753 -5525 EXP. X31-03 CUT 750 CY (INCLUDES STRUCTURAL SECTION UNDERCUT)
Z
J�
DOC. NO. 1997- 0614690 EXHIBIT B, PARCEL C 5�. O I � C I y �V �� FILL 750 CY
f 0 IMPORT 0 CYt
APN# 264- 091 -59 DATE vF C Ali W
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SAN DIEGUITO ENGINEERING, INC
C�
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4407 MANCHESTER, SUITE 105
ENCINITAS, CA 92024 W
PHONE: (760) 753 -5525
0�
CML EN • PLANNING N
LAID SURVEYING to
�: MMUNITY SERVICES DEPART M ENCINITAS FIRE DEPARTMENT OLIVENHAIN MUNICIPAL WATER DISTRICT CARDIFF SANITATION DISTRICT Under round
Service Alert W
POTABLE WATER SYSTEM APPROVAL (O.M.W.D. W.O. #566240) o AS BUILT o M
APPROVM BY: BOYLE ENGINEERING CORP Call: TOLL FREE
S CONSULTING ENGINEER
APPROVED B /� / 1 -800 Z
APPROVED By: By. Q 1 4- o SD- 001- 346 -09 EFY' Q
3 3 / R.C. 4ti�s DA JOB NUMBER S/ ! I d 422 -4133 DATE:- N
I
DATE: TWO VORKING DAYS BEFORE YOU DIG � EXP OMWD WAT E R M A I N EXTENSION N 0. 18 6 D c
NOTE: S1>GNATURE EXPIRES 2 YEARS AFTER DATE. BY I - 7RAWN BY 7 C HECKED 13Y
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE I Y DEVELOPMENT DEPARTMENT
MIMIUt�NT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N 0 .
,
1 L � � °�" DESCRIPTION: COUNTY BENCH MARK NO PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP D GRADING
AND PRIVATE IMPROVEMENT PLANS FOR: I! .
OC 0073- CHIS. SO IN TOP OF HEADWALL N/A DATE: 's-1 ,04 's-1 ,04 BY' -�" "
HOR " BY: POPPY HILLS LANE P R I VAT E
LOCATION: SW COR. EL CAMINO DEL 678 NORTE do RANCHO SANTA FE RD. �t R.C.E.
NO. : 40980 DATE: S / 1 �0 / a I DATE: W SJ - / 7 - D I _ i
RECORD FROM: Co.S.D. VERTICAL CNTRL N/A S _ DATE :� L. MUNSON CITY OF ENCINITAS TRAC N 0. 9 -207
BAR
ELEV: 119.476 DATUM: USC do GS �� / Z d>� EXP. SHEET 1 OF 4
U: \1 DATA\ENGINEERING\44-WILDFLOWER IMP 1.DWG DATE: 02 -09 -01 FLE K 4431 i
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GENERAL NOTES
A. GENERAL
_ ADDITIONAL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE A. SEWER CARDIFF SANITATION DISTRICT
5. THE CONTRACTOR SHALL INSTALL ADD 0 AL EROSION
I THE CITY
- MAY E REQUIRED BY E C
MEASURES AS B
7 77
CONTROL EAS Q
PLANS THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
60 633 2 0
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF B. ( GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC ENGINEER DUE TO UNCOMPLETED GRADING OPERATION
W ATER NOTES
THE CITY OF ENCINITAS AND THE SAN DIEGO AREA 1 -800- 422 -4133 UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
REGIONAL STANDARD DRAWINGS. ANY CHANGES OR C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY (760) 753 -6466 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE OL.IVENHAIN
MUNICIPAL WATER DISTRICT
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. D. TELEPHONE - PACIFIC BELL TELEPHONE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS
GENERAL WATER SYSTEM NOTES
1 -800- 422 -4133 ONTO AREAS WHEN IMPOUNDED WATERS CREATE A
2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL E. CABLE TV - COX COMMUNICATIONS HAZARDOUS CONDITION. 1. WATER WORKS
SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, (760) 599 -6060 DETAILS AND MATERIALS AS SPECIFIED IN THE OLIVENHAIN
MUNICIPAL
NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE WATER DISTRICT STANDARD
SPECIFICATIONS FOR THE CONSTRUCTION
SEPARATE APPROVALS PERMITS FOR THESE SHALL BE 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE APPROVED GRADING PLAN SHALL BE INCORPORATED
OF WATER MAINS AND FACILITIES, DATED MARCH 1997 WITH REVISION.
0 VA LS AN D
A NT CO PY F THE STANDARD
N THI PROJECT CONTRACTOR SHALL HAVE CURRE CO 0 E
BEGI NNING W S ROJECT
P RIOR T ANY 0 0
I I CONJUNCTION WITH IMPROVEMENT R OR 0 BEG G
REQUIRED N PLANS. 48 HOURS
P H 0 E N 760-633-2770.
SPECIFICATIONS ON THE JOB SITE AT ALL TIMES.
IM M AR N
3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF 8. GRADED AREAS AROUND THE PROJECT PER IMET ER US T
SITE GRADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION 2.
THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP D RAWINGS
WORK SETS ) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO
0 D
FOR INSPECTION. PHONE 760-633-2770. ALL WORK OF RK AY. BE ACCOMPLISHED PRIOR TO THE PRECONSTRUCTION MEETING WITH
4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE THE D ISTRICT'S INSPECTOR.
A REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE
IN
E DS
T REJECTION AN REMOVAL. 9. ALL E
REQUIRED TO PROTECT ADJACENT PROPERTIES DURING SUBJECT 0 REJEC 0 D E
MA
PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE 3. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S
A NYTHING A R
GRADING OPERATIONS. NYTH G D GED 0
DESTROYED SHALL BE REPLACED OR REPAIRED TO ( 5 DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY INSPECTOR. INSPECTOR'S SCHEDULING
MUST BE 24-48 HOURS IN
)
AN F
CONDITION EXISTING PRIOR TO GRADING. D. GRADING PERCENT (409.). SILT AND OTHER DEBRIS SHALL BE ADVANCE 0 WORK.
1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A REMOVED AFTER EACH RAINFALL. 4. WHERE ELEVATION AND GRADES ARE
NOT SHOWN ON THE WATER MAIN �
5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE
W CENTERLINE
PROFILE, T P F PIP PROFILE IS 48 -INCHE S BELO
PLACEMENT 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO
0 O E
WHICH I I SHALL INSPECT AND TEST THE EXCAVATION, LAC
MONUMENT OR BENCH MARK C S DISTURBED OR
FINISH F R
DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A AND COMPACTION OF FILLS AND BACKFILLS AND PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90%
GRADE 0 STREET.
REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES
SHALL BE 5. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER
REPORTS A REQUIRED AND WILL DETERMINE THE STABILIZED WITH PUNCHED STRAW INSTALLED IN 3/4-
INCH ORTS S Q - M A SIDE LOT LINE. A N INCH HIGH
T 3
6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF ACCORDANCE WITH SECTION 35.023 OF THE
EROSION AND LE BE LOCATED 5-FEET FROM S TER "W" SHALL BE CHISELED IN TOP OF EXISTING C URB OR
THE STATE
SEDIMENT CONTROL HANDBOOK OF EST TE 0
IN OPERATIONS HE SHALL STATE THAT INSPECTIONS
AN RAD G
MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING, D G IMPRI NTED IN NEW CURB AT ALL WATER SERVICE CROSSING.
SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION CALIFORNIA DEPARTMENT OF CONSERVATION.
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, AND THAT IN HIS OPINION, ALL EMBANKMENTS AND 6. MANUAL AIR RELEASES SHALL
BE INSTALLED AT ALL HIGH POINTS AND
WITH W POINTS IN THE WATER MAIN PROFILE.
W N IN ACCORDANCE BLOW -OFFS AT ALL LO O S E
WERE CONSTRUCTED CC BLO 0 S
EXCAVATIONS
WS AND REGULATIONS.
LA
D THAT ALL E. HYDROSEED
THE APPROVED GRADING PLANS AND MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX
AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY THE
- F
EMBANKMENTS M NT AN EXCAVATIONS ARE ACCEPTABLE OR APP T SLOPES THAT , S REPRESENTATIVE. HYDRANTS MAY BE USED IN
LIEU OF
WITHIN ONE-HALF F E B K E S D E HYDROSEEDING H BE LIED O ALL
7. GRADING AND EQUIPMENT OPERATING 0 E L 1. YDROSEED G S ALL
1 /2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL THEIR INTENDED USE. ARE GRADED 6:1 HORIZONTAL TO VERTICAL) OR STEEPER DISTRICT
( A MAUNAL AIR RELEASE OR BLOW -OFF WHEN WHEN THEY AR . LOCATED AT OR NEAR
TH
E E
NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 PM AND HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICTS REPRESENTATIVE.
7:30 AM NOR ON SATURDAYS, SUNDAYS AND CITY 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED A. THREE FEET OR MORE IN HEIGHT IN
FILL AREAS.
RECOGNIZED HOLIDAYS. SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT 7. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING
MAINS SHALL
PONDING OF WATER. HE SHALL CONTROL SURFACE WATER B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS BE MADE DRY. THE
TIME AND DURATION OF ANY SHUTDOWNS OF
8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO SLOPE IS NOT SUBJECT TO EROSION
DUE TO THE EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT.
GRADING MEETING HAS BEEN HELD ONSITE WITH THE FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL EROSION RESISTANT CHARACTER OF THE MATERIAL
AS DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF
FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL MEASURES TO PREVENT EROSION OF FRESHLY GRADED APPROVED BY THE CITY ENGINEER. ANY
SHUTDOWN.
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND 2, IRRIGATION SHALL MAINTAIN THE MOISTURE
LEVEL OF THE
PERMITTEE. THE PRE -GRADE MEETING SHALL BE EROSION CONTROL MEASURES HAVE BEEN INSTALLED. SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF
THE
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE 8. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS
BY CALLING (760)633 -2770. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED HYDROSEEDED GROWTH. FOR HIGH -LINING TEMPORARY
SERVICES, ETC., PRIOR TO SHUTDOWNS.
AND FILL SHALL BE PLACED IN ACCORDANCE WITH NO SHUTDOWNS WILL BE SCHEDULED ON A FRIDAY.
9. UPON FINAL COMPLETION OF THE WORK UNDER THE STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND
GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE 1. SEED MIX SHALL CONSIST OF NO LESS
THAN 9. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE
AND /OR FINAL RELEASE OF SECURITY, AN AS GRADED CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS LOCATED ON THE PROLONGATION
OF THE STREET RIGHT -OF -WAY
CERTIFICATION SHALL BE PROVIDED STATING: TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE A. 20 LBS. PER ACRE OF ROSE CLOVER WHENEVER
POSSIBLE.
"THE GRADING UNDER PERMIT NO. 6147 -G HAS BEEN REMOVED TO SUITABLE FIRM NATURAL GROUND. THE B. 20 LBS PER ACRE OF ZORRO FESCUE
PERFORMED IN SUBSTANTIAL CONFORMANCE WITH EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND C. 3 LBS. PER ACRE OF E SCHOOL CIA
CALIFORNIA 10. FIRE HYDRANTS AS APPROVED BY THE APPROPRIATE FIRE DISTRICT
THE APPROVED GRADING PLAN OR AS SHOWN ON THE THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL D. 4 LBS. PER ACRE OF ACHILLEA
MILLEFOLIA AND MEETING THE DISTRICTS STANDARD SPECIFICATION ARE TO BE
ATTACHED AS- GRADED PLAN ". BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD,
E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT.
THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND WATER AND COMPACT THE FILL IN STRICT ACCORDANCE F. 1/2 LB PER ACRE OF DIMORPHOLECA
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH WITH SPECIFICATIONS. G. ITEMS C, D, E, AND F OF THIS SUBSECTION
11. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH
GRADING OPERATION. MAY BE OMITTED ON LOCATIONS WHERE THE AREA CAL /OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING
PERMIT,
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO BEING HYDROSEEDED IS NOT VISIBLE FOR EITHER IF R dNSHALL BE
SUBMITTED TO THE DISTRICT PRIOR TO
10. SLOPE RATIOS: FINISHED GRADE TO PRODUCE SMOOTH SURFACES AND A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
CUT 2:1 FOR ALL SLOPES UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS
FILL 2:1 FOR ALL SLOPES AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED
12. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, i.e., LINE
SLOPES DEVIATING FROM THE ABOVE WILL REQUIRE TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND WITH A NITROGEN FIXING BACTERIA AND APPLIED
DRY CROSSING, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE
APPROVAL OF THE DIRECTOR OF ENGINEERING AFTER LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, EITHER BY DRILLING OR BROADCASTING
BEFORE U N �WITH D IIV 10 FEET OF MAINSC SHALIL GB OR
REVIEW OF A REPORT FROM A SOILS ENGINEER. ROOTS AND OTHER WASTE MATTER EXPOSED OR HYDROSEEDING. SHOWN ON IMPROVEMENT PLANS.
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE
EXCAVATION: 750 +/- CY* FILL: 750 + - CY* TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED JOBSITE IN UNOPENED CONTAINERS WITH
THE CALIFORNIA
/ / 13. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES
SHRINKAGE: NEGLIGIBLE OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN AND COMMERCIAL OR INDUSTRIAL DEVELOPMENTS
SHALL HAVE AN APPROVED fi
WASTE: 0 +/- CY* A SEPARATE PERMIT MUST BE OBTAINED ACCORDANCE WITH THE GRADING ORDINANCE. DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION
BACKFLOW PREVENTION DEVICE ON CUSTOMERS SIDE OF WATER METER.
IMPORT: 0 +/- CY* FOR WASTE OR IMPORT AREAS. TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
'
SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE 14. THE WATER SYSTEM SHALL
BE PRESSURE TESTED IN ACCORDANCE WITH
RESOURCES ARE DISCOVERED ON THE SITE OF THIS MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE J. NON -PHYTO -TOXIC WETTING AGENTS MAY
BE ADDED TO THE PROCEDURES IN THE STANDARD SPECIFICATIONS. THE CLASS OF
GRADING DURING GRADING OPERATIONS, SUCH DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO THE HYDROSEED SLURRY AT THE DISCRETION
OF THE PIPE SHALL BE USED AS THE DESI NATED WORKING PRESSURE FOR
OPERATIONS WILL CEASE IMMEDIATELY, AND THE LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT CONTRACTOR. TESTING ALL PIPE,
VALVES (CLOSED) AND APPURTENANCES.
PERMITTEE WILL NOTIFY THE DIRECTOR OF AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
ENGINEERING OF THE DISCOVERY. GRADING APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED 15. CONTRACTOR TO TIE OFF ALL
VALVE LOCATIONS AND PROVIDE WRITTEN
OPERATIONS WILL NOT RECOMMENCE UNTIL THE FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO DIMENSIONS TO INSPECTOR IMMEDIATELY
UPON INSTALLATION OF VALVES.
PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE DISPOSAL OF ANY SUCH MATERIAL. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO
LESS
THE DIRECTOR OF ENGINEERING TO DO S0. THAN 2000 LBS PER ACRE. TYPE 6 MULCH (STRAW) 16. ALL DEFLECTIONS (HORIZONTAL
AND VERTICAL) SHALL BE MADE BY USE
6. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY 99F JOINT COUPLINGS
WITH 4' MAXIMUM ELEVCTION PER COUPLING
*EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT ANY PROPOSED CONSTRUCTIO N SITE I WITHIN THIS PROJECT APPLIED FIBER MATERIAL. WHEN STRAW
IS USED IT MUST (2' PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED.
PURPOSES ONLY. (CALCULATED ON A THEORETICAL THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL BE ANCHORED TO THE SLOPE BY MECHANICALLY
PUNCHING
BASIS - ACTUAL QUANTITIES MAY VARY DUE TO FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. NO LESS THAN 50% OF THE STRAW INTO
THE SOIL. 17. PIPELINES ELIS A 1 D 041 TEN TNE E STAN DLL B SPE DI IP I IN
SHRINKAGE OR SWELL FACTORS) QUANTITIES ASSUME THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND WIT
CONNECTION 0 EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY
10" STRUCTURAL UNDERCUT FOR ROAD. REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE,
TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN PARAGRAPH
" REGARDS TO THE HAULING OPERATION. 16 -20 -0, WITH 15% SULPHUR APPLIED AT THE RATE OF 3.06 OF THAT SPECIFICATION SECTION.
V
11. THE SOILS REPORT TITLED REPORT OF GEOTECHNICAL 500 LBS. PER ACRE 15% SULPHUR APPLIED AT THE
INVESTIGATION RANCHO DE MAYO SUBDIVISION TRACT 88 -351 E. LANDSCAPING 18. METER BOXES OR 2 -INCH SERVI ES R
SMALLER SHALL BE FIBERGLASS Z
RPL ENCINITAS, CALIFORNIA" BY SOUTHERN CALIFORNIA SOIL do 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN RATE OF 500 LBS. PER ACRE.
REINFORCED POLYMER CONCRETE RPC MANUFACTURED BY ARMORCAST
TESTING INC. AND UPDATE REPORT TITLED "UPDATE REPORT ACCORDANCE WITH PLANS APPROVED BY THE CITY PRODUCTS COMPANY, CDR SYS
M C RPORATION OR APPROVED E QUAL.
METER BOX SIZE SHALL BE 17� x 30 . METER BOXES SHALL NOT BE
CITY OF ENCINITAS TRACT N0. 98 -140 WILDFLOWER VALLEY DRIVE ENGINEER. PLANS SHALL CONFORM TO THE CITY OF PLACED WITHIN DRIVEWAYS
OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR ('
ENCINITAS, CALIFORNIA" DATED JUNE 29, 1999 PREPARED BY ENCINITAS GRADING ORDINANCE AND ALL ADOPTED 3. AREAS TO BE HYDROSEEDED SHALL BE PREPARED
PRIOR TO PRIOR WRITTEN CONSENT.
SOUTHERN CALIFORNIA SOIL AND TESTING, INC. SHALL BE LANDSCAPE AND IRRIGATION STANDARDS. HYDROSEEDING BY: Z
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND 2. FINISHED GRADING AND PLANTING SHALL BE 1. ROUGHENING THE SURFACE TO BE
PLANTED BY ANY OR W
SPECIFICATIONS CONTAINED IN SAID REPORT. ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR COMBINATION OF
IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED A. TRACK WALKING SLOPES STEEPER THAN 6:1 ESS/ W
B. ENVIRONMENTAL BETWEEN OCTOBER 1 AND APRIL 15. E
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B. RIPPING AREAS THAT WILL NOT BREAK UP USING ��� L y
1. STEEPEST EXISTING SLOPE = 50% 'A ITEM "A" ABOVE. ��`
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2. MAXIMUM VERTICAL DEPTHS: (A CUT = 4 FT, (B) FILL = 6 FT F. EROSION CONTROL ; ! °
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3. AVERAGE DEPTHS: (A) CUT = ( X 27) / 10700 = 1.9 FT 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ALVIN 2. CONDITIONING THE
SOILS SO THAT IT IS SUITABLE FOR o m
(B) FILL = (750 X 27) / 14650 = 1.4 FT. OR NANETTE MAYO, (714)261 -1400 PLANTING BY: N m 4m
W
A. ADJUSTING THE SURFACE SOIL MOISTURE TO J , DIP. 3 -31-03
C. NOTIFICATIONS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL PROVIDE A DAMP BUT NOT SATURATED SEED BED.
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1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY f
EO
PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED B. THE ADDITION OF SOIL AMENDMENTS, PH
OF C A�� N
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID ADJUSTMENT, LEACHING OR COVERING
SALINE SOILS
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS TO PROVIDE VIABLE CONDITIONS FOR GROWTH.
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UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: IMMINENT.
THE CONTRACTOR IS REQUIRED TO TAKE DUE 4. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A SAN DIEGUITO
ENGINEERING. W W
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY
0 M
UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT MODIFIED WITHOUT APPROVAL OF THE ENGINEERING LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING
IS THE 4407 MANCHESTER SUITE 10
IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE INSPECTOR ENCINITAS, CA 92024
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED PHONE:
(760) 753 -5525 Z
PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL AND ALL SECURITY RELEASED.
LOCATION OF UTILITIES AND NOTIFICATION OF DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE
COMMENCEMENT OF WORK: CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. CIVL e PLANNING O
LAND S URVEYING (D
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE "AS BUILT" APPROVALS CITY OF ENCINITAS
ENGINEERING DEPARTMENT DRAWING NO.
I I L-r- .L ,o PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDS APP
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