2000-6494 G (Plans) r
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DW E G 'It� -3 SEWE PER �, " WORK TO BE DONE
\tea\ ���i�
N WA P \ Y A S PECIFIC A TI ONS
EXISTI G TER ER y.. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STAN
SD -001- 346 -07 Ni ` FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD
T '" 1 SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
EXISTING STORM DRAIN / �/ CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE),
SYSTEM PER 6147 -G EXISTING STORM DRAIN THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION). AND
/ OLIVENHAIN MUNICIPAL WATER DISTRICT CURRENT STANDARD SPECIFICATIONS
7
SYSTEM PER 614-G
FOR THE CONSTRUCTION OF WATERMANS do FACILITIES
DRAINAGE EASEWI(T
PER PARCE"AP ITEM RSD SYMBOL QUANTITY
SCALE 1 " = 100' �\ �• - — _ - _ _ PROPERTY LINE — — — —
/ \ �/ \ W DRAINAGE EASEMENT
KEY MAP / I S PER PARCEL MAP �` EXISTING CONTOURS e
PARCEL 2 P ARCEL S
♦ FINISH CONTOURS 54 75
/ �j � • r• \ / \ W I �N PROPOSED SPOT ELEVATION
`� \\ � PER THIS PRIVATE DRIVEWAY DPLA WATE PROPOSED SEWER PER 1 ♦�� CUT SLOPE (2:1)
LEGE�' — I L 1 3
/ —
J \ \ DWG CS -351 � \ \ / - -� ` ♦♦ — —
SEWER \ \
FILL SLOPE (VARIES 2:1 MAX.) — —
\ \ \ \ PARCH PROPOSED WATER \�
\ \ PROPOSED SEWER PER PER THIS PLAN -/
WATER \ \ \ DWG CS -351 \� \ - - / `� 10' PUBLIC RECREATIONAL CONSTRUCT ROLLED CURB AND GUTTER G -4
1498 LF
- - - - - - \ \ \ \ . r . r , r ♦ TRAIL EASEMENT PER �1♦
EASEMENT \ _ _ , ,�J 11J►! ! PARCEL MAP CONSTRUCT AC STRUCTURAL SECTION 19,120 SF �
it
% STORM DRAIN _ : __ -_ �. \ \ % / /
\ � \ � S / � / CONSTRUCTION OF WATER MAIN 8 » PVC CL - 200 — -- — T93 LF
D
\ \
\ \\ \ \ \ `% / // / �0 CONSTRUCTION OF FIRE HYDRANT ASSEMBLY OMWD C -1 2 EA
FEMA�ER �� I \� // / �' CONSTRUCTION OF MANUAL AIR RELEASE OMWD A -2.3 2 EA
\ PARCEL
\ CONSTRUCTION OF BLOW -OFF ASSEMBLY 2 EA
/ PARCEL 4 I 1 CONSTRUCTION O WATER LATERAL OMWD B -1 w 6 ,.`
189 \ `♦ EXISTING SEWER LATERAL
1' 1' 16' 1' it /
\ / r r` r ♦ I
�J�i TIJ,1 JP EXISTING SEWER MAIN S
\
t
/
- ti• ♦ EXISTING WATER MAIN W
EXISTING MANHOLE _ - - - - - _
CONSTRUCT CURB OUTLET TYPE A D -25 ( 1 EA
MIN. 2" AC OVER TYPE E ASPHALT DIKE 4" CLASS II BASE PER SDRSD NO. G -5 LEGAL DESCRIPTION SAND BAGS
610 EA
OWIR'S CERTIFICATE SEE ENCINITAS BOUNDARY ADJUSTMENT CERTIFICATE OF HYDROSEED ` ` ` ' ` + ' • + ' + `
3950 SF
TYPICAL DRIVEWAY SECTION I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST COMPLIANCE RECORDED AS DOCUMENT NO. 1997- 0614690
`
( ON DECEMBER 5, 1997. PARCELS D1 - APN# 264 - 091 - CONCRETE DRIVEWAY G -14 - 4 EA '
NOT TO SCALE HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
NO PARKING FIRELANE SIGNS 7 EA In
SOILS ENGINEER'S CERTIFICATE N
DA t
�M
I I, I � � � A REGISTERED CIVIL ENGINEER IN THE STATE QUANTITIES NOTE: 9) 40' PRIVATE
ROAD AND PUBLIC UTILITY EASEMENT PER PARCEL MAP SIGNATURE DATE: I D l OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
THE QUANTITIES ABOVE ARE ESTIMATED FOR BONDING AND PERMIT PURPOSES ONLY.
SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY O THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES
AS A PART OF HIS BID.
IN THIS WAS MADE ME OR
N PREVALENT WITH S SITE S BY
32 GRADED WIDTH SOIL CONDITIONS Ln
NAME: HtWP G. De CARTON, TRUSTEE OF THE DeCAR10N
LIVING TRUST DATED FEBRUARY 28, 1991 UNDER MY DIRECTION BETWEEN THE DATES y -Z9-iP AND
4' 4' 12' 12' 4' 4' ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY,
ADDRESS: 2521 BAYSHORE DOVE WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF j
Z 6' 6' Z 3.5 FIRE HYD (TYP) WITH NEWPORT BEACH, CA. 92660 THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING
Q
PROTECTION POSTS PER FY THAT THE RECOMMENDATIONS INCLUDED IN THE l
PLANS AND CERTIFY �
m OMWD STANDARD SPECIFICATIONS PHONE: (714) 250 -4080 SOILS REPORT FOR S PROJECT HAVE BEEN INCORPORATED IN THE
?•l > > �, GRADING PLA AN P IF S. %� �S p�E
-
z �� V ��FS/p
2% _� _� �q D
SIGNED: GF
2% ? IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE j �c` r \ � F �" S. �� � N R
BACK OF CURB PLANS. / No. 12V 's N
RCE No c 737 037 DATE: G - d `� 4 NO.36 ¢ CERTIFIED
» ROLLED CURB +, EING INEERING
MIN. 4 AC OVER IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A ',,ix X} GEO LOWT
PER SDRSD NO. G -4 SIGNED: v' // -30•�
6" CLASS 11 BASE (TYPICAL BOTH SIDES) REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS. OR jqT CIV �
PER CITY OF ENCINITAS ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF ENGINEERING
ROAD STANDARDS » DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER CEG No EXP DATE // - ,3 0 -o Z FOFEAt1F �OF
CA��Fd 1
8 WATER AC STRUCTURAL
PER THIS PLAN SECTION PER SOILS COMPLETION OF THE IMPROVEMENTS. D O 1/ 4 6 3
8" SEWER PER CS -351 INVESTIGATIONS Job No.: �O O Z
I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENT'S SHOWN P
WILDFLOWER DRIVE (PRIVATE) ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60
DAYS AFTER THE ISSUANCE OF THE CONSTRUCTION PERMIT AND TO
TYPICAL STREET SECTION PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL DECLARATION OF RESPONSIBLE CHARGE ROAD
C7
COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ER V
T.I. =5.0
ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT P
G A• M DRWILD PRIVA ?
NOT TO SCALE THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE 'eq NCH
PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS Z W
C y
CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. O WILDFLO PRIVATE) W
O Z
PRIVATE ROAD CERTIFICATION SIGNATUR DATE: I I U NDERSTAND THE CITY OF CHE D
E NCINITAS IS TO A REVIEW ONLY SPE ��� I L y� ! 0
w �— �
U round Service Alert �/�y� j �QC_ NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR ��� U �s y
r I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS NAME: PHIWP G. De CARTON, - TRUSTEE OF THE DeCAR10N PROJECT DESIGN.
_fNC�1y� W
AS S IT
Call: TOLL FREE SHOWN ON THIS PLAN SATISFIES THE REQUIREMENT'S LIVIN TRUST DATED FEBRUARY 28, 1991 ND. 40990 fL Q4M/N
/�C` OF .�
AS STATED IN THE FINAL NOTICE OF APPROVAL ,r OfL NOS V 40 �IfGO O
. ADDRESS: 2521 BAYSHORE DRIVE SAN OIEGUITO ENGINEERING INC. Dr. 3-31 -M 0 �'
FOR TRACT NO 99 -014 AND THE STANDARDS FOR N
1 800 PRIVATE STREET'S. NEWPORT BEACH, CA. 92660 4407 MANCHESTER AVENUE, SUITE 105 BARRY L. MUNSON RCE 40980 �rf
422 -4 133 ENCINITAS, CALIFORNIA 92024 4F C AID
PHONE: (714) 250 -4080 PHONE: (760)753 -5525
TVO Vl]RKDVG DAYS IDRE YDU DIG RCE DATE I DATE ' VIC I NITY AP W
IPA WATER DISTRICT COMMUNITY SERVICES DEPARTMENT
NOT—TO—SCALE
SAN DIEGUITQ ENGINEERING INC. ENCINITAS FIRE DEPARTMENT OLIVENHAIN MUNICIPAL
POTABLE WATER SYSTEM APPROVAL " AS BUILT" (1995 THOMAS BRO. PAGE N0. 1148, C -5) Z
4407 MANCHESTER, SU ITE 1 05 (O.M.W.O. W.O. #566220) ` Q
ENC INITAS, CA 92024 APPROVED BY: BOYLE ENGINEERING CORP.
PHONE: (760) 753 -5525 APPROVED DISTRICT'S CONSULTING ENGINEER
BY:
CIVIL ENGINEERING • PLANNING DATE
SD -001 -- 346 -08 DATE:
LAND SURVEYING R.C.E. DATE t o of JOB NUMBER PHIL C OTTON DATE: RC : OMWD WAT E R M A I N EXTENSION
NO. 18
NOTE: SIGNATURE EXPIRES 2 Ytkkt AFTER DATE.
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DENELOP�ItM DEPARTIr�NT APPROVALS CITY OF
ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
IE A b o RECOMMENDED APP
REVISE QUANTITS ND PLANS PREPARED UNDER THE SUPERVISION OF D
WATER ON S A OM DESCRIPTION: COUNTY BENCH MARK NO �• GRADING AND PRIVATE IMPROVEMENT PLANS FOR:
REVISE
OC 0073- CHIS. SQ IN TOP OF HEADWALL DATE- l'b'�I BY•
rc. LOCATION: SW COR. EL CAMINO DEL HORIZONTAL 00 { WILDFLOWER DRIVE rRIVATE 8 4 S ••• R
o FRO ��"c CNrRL �' D,�TE: R•C.E. "°• : 4ose° DAM- 2 °i''T� ' "° CITY 0 F ENCINITAS TRAC N 0. 9 — 014
ELEV: 119.476 DATUM: USC do GS VERTICAL N� �_ BARRY L. MUNSON Exp. 3 -31-03 D E C A R I 0 N SHEET
1 OF 5
U: \1DATA\ ENGINEERING \44_WILDFLOWER \44321MP1.DWG, SCALE. 1" =100', DATE: 12/22/00 IU NO. 4432
�I
T
y
GENERAL NOTES
A. GENERAL
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE A. SEWER - CARDIFF SANITATION DISTRICT 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL
EROSION
PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS (760) 633 -2770 CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF B. GAS do ELECTRIC - SAN DIEGO GAS do ELECTRIC ENGINEER DUE TO UNCOMPLETED GRADING OPERATION
OR
THE CITY OF ENCINITAS AND THE SAN DIEGO AREA 1 -800- 422 -4133 UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. WATER NOTES
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 SHAD_ TAKE OLIVENHAIN
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 AND 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.
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. HEREON. CONTRACTOR SHALL HAVE
A CURRENT COPY OF THE STANDARD �
PHONE 760- 633 -2770. � SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. .
3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF- 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST
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 DRAWINGS '
FOR INSPECTION. PHONE 760- 633 -2770. ALL WORK ' OF EACH WORK DAY. SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS
ARE TO
BE ACCOMPLISHED PRIOR TO THE PRECONSTRUCTION MEETING WITH
4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE i THE DISTRICT'S INSPECTOR.
REQUIRED TO PROTECT ADJACENT PROPERTIES DURING SUBJECT TO REJECTION AND REMOVAL. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN
GRADING OPERATIONS. ANYTHING DAMAGED OR PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE 3. NO WORK MAY BEGIN OR PROCEED
WITHOUT DIRECTION OF DISTRICT'S
DESTROYED SHALL BE REPLACED OR REPAIRED TO (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY INSPECTOR. INSPECTOR'S SCHEDULING MUST
BE 24 -48 HOURS IN
CONDITION EXISTING PRIOR TO GRADING. D. GRADING I PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE ADVANCE OF WORK.
1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A REMOVED AFTER EACH RAINFALL.
5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE 4. WHERE ELEVATION
AND GRADES ARE NOT SHOWN ON THE WATER MAIN
MONUMENT OR BENCH MARK WHICH IS DISTURBED OR SHALL INSPECT AND TEST THE EXCAVATION, PLACEMENT 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL
TO PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF
DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A AND COMPACTION OF FILLS AND BACKFILLS AND PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES
(90% FINISH GRADE OF STREET.
REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES
SHALL BE
REPORTS AS REQUIRED AND WILL DETERMINE THE STABILIZED WITH PUNCHED STRAW INSTALLED IN 5. INSTALL A MINIMUM 1 -INCH WATER SERVICE
TO EACH LOT. METER
6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF ACCORDANCE WITH SECTION 35.023 OF
THE EROSION AND TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 3/4-INCH HIGH f
MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING AND GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS SEDIMENT CONTROL HANDBOOK OF THE STATE
OF LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR
SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION CALIFORNIA DEPARTMENT OF CONSERVATION.
IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSING.
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
LAWS AND REGULATIONS. EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE.
ALL
THE APPROVED GRADING PLANS AND THAT ALL E. HYDROSEED MANUAL AIR RELEASES AND BLOW OFFS SHALL BE PLACED
7. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR 1. HYDROSEEDING SHALL BE APPLIED TO
ALL SLOPES THAT WITHIN A METER BOX AND LOCATED BEHIND CURB UNLESS
(1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL THEIR INTENDED USE. ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER OTHERWISE
APPROVED BY THE DISTRICT'S REPRESENTATIVE. FIRE
NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 PM AND WHEN THEY ARE: HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE
OR
7:30 AM NOR ON SATURDAYS, SUNDAYS AND CITY 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED BLOW -OFF WHEN LOCATED AT OR
NEAR HIGH OR LOW POINTS, AS
RECOGNIZED HOLIDAYS. SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. APPROVED
BY THE DISTRICT'S REPRESENTATIVE.
PONDING OF WATER. HE SHALL CONTROL SURFACE WATER B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS
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 7. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL
GRADING MEETING HAS BEEN HEIR ONSITE WITH THE FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL EROSION RESISTANT CHARACTER OF THE MATERIAL
AS BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF
EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT.
FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL BY THE CITY ENGINEER.
MEASURES TO PREVENT EROSION OF FRESHLY GRADED DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL
OF 1�IE ANY SHUTDOWN.
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 HYDROSEEDED GROWTH. 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 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 A. 20 LBS. PER ACRE OF ROSE CLOVER
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 WHENEVER POSSIBLE.
"THE GRADING UNDER PERMIT NO. -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.
FIREQRANTS AS APPRO�/ED 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 MILLEFOLIAF
N 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 0 SNOW) ) INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTkCT.
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 B E 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 CAL/OSHA. SHALL
BE SUBMITTED TO THE DISTRICT PRIOR TO
10. SLOPE RATIOS: FINISHED GRADE TO PRODUCE SMOOTH SURFACES AND CONSTRUCT16N. N
CUT 2:1 FOR ALL SLOPES UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
0
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 tln
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 UTIL TIES R WITEHIN 10-FEET E F RMAINS, C ROSSI N G S Bt OR
REVIEW OF A REPORT FROM A SOILS ENGINEER. ROOTS AND OTHER WASTE MATTER EXPOSED OR HYDROSEEDING. SHOWN ON IMPROVEMENT PLANS.
M
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE 1. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE
EXCAVATION: 5900 +/- CY* FILL: 1400 +/- CY* TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED
SHRINKAGE: 140 +/- CY OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA
13. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES
AND COMMERCIAL OR INDUSTRIAL DEVELOPMENTS SHALL HAVE AN APPROVED j
WASTE: 4360 +/- 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. O
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 B TESTING ALL PIPE, VALVES (CLOSE D AND APPURTENANCES.
Y 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.
F
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
THAN 2000 LBS PER ACRE. TYPE 6 MULCH (STRAW) 16. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE
THE DIRECTOR OF ENGINEERING TO DO SO. F JOINT COUPLINGS WITH 4' MAXIMUM EFLECTION PER COUPLING
6. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY ?2' PER JOINT).
NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED.
*EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT APPLIED FIBER MATERIAL. WHEN STRAW IS USED
IT MUST
PURPOSES ONLY. (CALCULATED ON A THEORETICAL THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL BE ANCHORED TO THE SLOPE BY MECHANICALLY
PUNCHING
FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 17. PIPELINES AND APPURTENANCES
SHALL BS DISINFECTED IN ACCORDANCE
BASIS - ACTUAL QUANTITIES MAY VARY DUE TO THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND WITH SECTION 15041 OF THE STANDARD
SPECIFICATIONS PRIOR TO TIE -IN (�
SHRINKAGE OR SWELL FACTORS) QUANTITIES ASSUME OR CONNECTION TO EXISTING SYSTE FACILITIES. BACTERIOLOGIC QUALITY
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH
10" STRUCTURAL UNDERCUT FOR ROAD. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, TEST RESULTS SHALL CONFORM TO THE CRITERIA
SPECIFIED IN PARAGRAPH Z
REGARDS TO THE HAULING OPERATION. 3.06 OF THAT SPECIFICATION SECTION.
11. THE SOILS REPORT TITLED "REPORT OF GEOTECHNICAL 16 -20 -0, WITH 15� SULPHUR APPLIED AT THE RATE OF
INVESTIGATION RANCHO DE MAYO SUBDIVISION TRACT 88 -351 RPL E. LANDSCAPING 500 LBS. PER ACRE 15% SULPHUR APPLIED AT THE
18. METER BOXES FOR 2 -INCH SERVt ES R SMALLER SHALL BE FIBERGLASS ('
ENCINITAS, CALIFORNIA" BY SOUTHERN CALIFORNIA SOIL do TESTING, 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN RATE OF 500 LBS. PER ACRE.
REINFORCED POLYMER CONCRETE RPC MANUFACTURED BY ARMORCAST
" ACCORDANCE WITH P S APPROVED BY THE CITY PRODUCTS COMPANY, CDR SYS M� C RPORATION OR APPROVED EQUAL
Z
INC. AND UPDATE REPORT TITLED UPDATE REPORT CITY OF ENCINITAS LAN � _
TRACT N0. 99 -014, DECARION SUBDIVISION, WILDFLOWER DRIVE, ENGINEER. PLANS SHALL CONFORM TO THE CITY OF E
METER BOX SIZE SHALL BE 17 x 30 . METER BOXES SHALL NOT
ENCINITAS, CALIFORNIA" DATED APRIL 20, 2000, PREPARED BY ENCINITAS GRADING ORDINANCE AND ALL ADOPTED 3. AREAS TO BE HYDROSEEDED SHALL BE
PREPARED PRIOR TO PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR
SOUTHERN CALIFORNIA SOIL AND TESTING, INC. SHALL BE LANDSCAPE AND IRRIGATION STANDARDS. HYDROSEEDING BY:
PRIOR WRITTEN CONSENT. W
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING W
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS 2. FINISHED GRADING AND PLANTING SHALL BE 1. ROUGHENING THE SURFACE TO BE
PLANTED BY ANY OR ESS/ Z
AND SPECIFICATIONS CONTAINED IN SAID REPORT. ACCOMPUSHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR COMBINATION OF
�� L if yc 0
IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED A. TRACK WALKING SLOPES STEEPER THAN 6:1
B. ENVIRONMENTAL BETWEEN OCTOBER 1 AND APRIL 15. B. RIPPING AREAS THAT WILL NO BREAK UP USING s
Z
1. STEEPEST EXISTING SLOPE = 68%
2. MAXIMUM VERTICAL DEPTHS: (A CUT = 14 FT, (B) FILL = 7 FT F. EROSION CONTROL ITEM "A" ABOVE.
J , EXP. 3-31 W
-03
3. AVERAGE DEPTHS: (A) CUT = ( X 27) / 33180 = 4.8 FT 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT PHIWP 2. CONDITIONING THE SOILS
SO THAT IT IS SUITABLE FOR � CI Y %\. ,tom
(B) FILL = (1400 X 27) / 14200 = 2.7 FT. DECARION, (714) 250 -4080 A. ADJUSTING THE SURFACE SOIL MOISTURE TO
i f of CA`` Eo� -
C. NOTIFICATIONS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL PROVIDE A DAMP BUT NOT SATURATED SEED BED.
D
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY g THE ADDITION OF SOIL AMENDMENTS,
PH
PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID ADJUSTMENT, LEACHING OR COVERING
SALINE SOILS W
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS TO PROVIDE VIABLE CONDITIONS FOR GROWTH.
UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: IMMINENT SAN DIEGUITO ENGINEERING, INC.
THE CONTRACTOR IS REQUIRED TO TAKE DUE 4. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A Z
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY
UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT MODIFIED WITHOUT APPROVAL OF THE ENGINEERING 4407 MANCHESTER.
SUITE 105 Q
IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE INSPECTOR. LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE
ENCINITAS, CA 92024
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED PHONE:
(760) 753 -5525
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 CIVIL ENGINEERING
• PLANNING
COMMENCEMENT OF WORK: CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL LAND SURVEYING
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SRC I SRC a
R�vIS1oNS APPROVED DATE REFERENCES DATE BENCH MARK SCALE AS BUILT
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RECORD FROM: Co.S.D. VERTICAL CNTRL N/A RCE: EXP: BARRY � MUNSON CITY 0 F ENCINITAS T RAC N 0. 9
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4407 MANCHESTER, SUITE 105 nder round Service Alert 0 40 60 80 120
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2. STAPLE WIRE FENCING TO
S AND BAGS NOTES S ET' ET POSTS AND EXCAVATE A THE POSTS.
4BY4IN(10BY10Chi)
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1.) SAND BAGS SHALL BE PLACED ALONG ALL STREET ALONG LINE OF POSTSD
AND DRIVEWAYS BASED UPON THE FOLLOWING
FORMULA: —
FLOW
GRAVELBAGS SPACING (FEET)= 1.5' r /
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2.) CONTRACTOR SHALL ASSUME RESPONSIBILITY TO PLACE 4 IN (10 CM)
ANY ADDITIONAL SAND BAGS AS NECESSARY TO PREVENT ANGLE FIRST STAKE TOWARD _ -�;,
PREVIOUSLY LAID BALE SITE EROSION. 3. ATTACH THE FILTER FABRIC TO 4.
BACKFILL AND COMPACT THE
THE WIRE FENCE AND EXTEND R EXCAVATED SOIL.
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s
REGULAR BASIS SUCH AS REMOVING SILT FROM BASINS, — ' �� ; __ `•.; ,; _ WIRE OR NYLON
ADJUSTING /REPLACING SAND BAGS AND ONGOING 3 FT (0.9 M) MIN. FLOW ,fs�� i : i# _ BOUND BALES I
— I I
MATERIAL CLEANUP. �� - PLACED ON THE r, _ CONTOUR I I FT FAB RIC -
4.) STABILIZATION OF SLOPES IS REQUIRED UPON RUNOFF (�I ,r ._ I I LTER
M / f �;s.;r . - / I I
COMPLETION OF SLOPE CONSTRUCTION. (I.E., HYDROSEED !' f ��t 2 RE BARS,STEEL PICKETS,OR / I /�
PLANTING, PUNCHED STRAW, ETC.). f - — 2'X 2 STAKES 1 112 TO f I
5.) CONTRACTOR SHALL HAVE THE OPTION TO UTILIZE GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS — — 2 I N GROUND
/
AT HIS OR HER DESCRETION SAND BAGS, STRAW ACTS AS SPILLWAY WITH ENDS OVERLAPPED -
BALE DIKE OR SILT FENCE PER DETAILS ON THIS ANCHORING DETAIL ��
SHEET. # DRAINAGE AREA LESS THAN 1 ACRE FLO
GRAVEL BACK CHECK DAM DETAIL STRAW BALE DIKE DETAIL SILT FENCE
NOT -TO -SCALE NOT -TO -SCALE NO SCALE
3 BAGS HIGH - MAXIMUM
2 BAGS HIGH - MINIMUM
e ,
TEMPORARY SAND BAG
CHECK DAM
NO SCALE
IC
1 _
�i1
BLE ROW OF SAND BAGS PER
=`DETAIL_0N SHEET. SAND BAGS
SHALl— TAGGERED PER NOTE 1.
,\ In
Lo
In
PLACE DOUBLE ROW OF SAND BAGS PER
DETAIL ON THIS SHEET. SAND BAGS
SHALL BE STAGGERED PER NOTE 1. r \ ` ,\ \
/ -� --
E
t 4 \ �, 1 / �R �T fE CE PfR "DET41 ON MIS_ SHEET
�_' " il� : - S _ ?► :; � `?� ,�; l REFER JO IiND A_G fiIEITES" -6TE 5. O
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AND `
NOTE �4 ON.. THIS ET � \
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� j ��. « ;� _��$� � _ .'\�•�_ y � '•� � ,` � �'`\� \� . � �`,� '� ►' �` ��,,,\ � � ..� AND$+IEE�TROSEEQ.
N01E5
J \ \
I VA
Ld
UJp of .. ` \_ — � ,'
LAJ
SCALE 1 40' s / /
4 ; j PLACE DOUBLE ROW OF SAND
DETAIL ON THIS SHEET. SAND BAGS
SHALL BE STAGGERED PER NOTE 1.. } ! s
ESS =
r'
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U4� 0
SAN DTO EIN NC
NGEERNG,
L�J
EGIN
EROSION CONTROL PLAN EROSION CONTROL PLAN °`
No. 4m o
47 MANCHESTER, SUITE 105 J+
ENCINITAS, CA 92024 � X31 �
PHONE: (760) 753 -5525 WILDFLOWER DRIVE (PRIVATE) PRIVATE DRIVEWAY 'fF or CA CA Eo �� ' z
CIVL ENGNEERNG • PLANNNG
LAIC 8URVEYING
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE AS BUILT APPROVALS CITY OF E N C I N I TAS
ENGINEERING DEPARTMENT DRAWING NO. z
5 It.T PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDEQI APP ED sn
DESCRIPTION: COUNTY BENCH MARK NO EROSION CONTROL PLANS FOR: .,
OC 0073- CHIS. SO IN TOP OF HEADWALL gay DATE: M 10'01 6Y: /L En
En
LOCATION: SW COR. EL CAMINO DEL HORIZONTAL
NORTE do RANCHO SANTA FE RD. DATE R.C.E. NO. : 4098 DATE: 2 DATE: 2 -� - o CITY 0 F E N C I N I TA S TRACT
N 0. 9 9 - 014 6
RECORD i .4� 6 DATUM: USC do S QL VERTICAL
ELEV 9 N/A RCE: EXP: BARRY L MUNSON EXp. 3' 31 - O 3 Z
SHE 5 OF 5 Lu
o
4-4321MP5.DWG, SCALE: 1"=50', DATE: 12/22/00 FILE N0. 4432