1996-8225 G (Plans) WORK TO BE DONE B. NOTIFICATIONS D. EROSION CONTROL 3. FERTILIZER CONSISTING OF AMMONIUM LEGEND:
PHOSPHATE SULFATE, 16 -20 -0, WITH FIFTEEN
A. GENERAL 1, THE EXISTENCE AND LOCATION OF UNDERGROUND 1. IN CASE EMERGENCY WORK IS REQUIRED, PERCENT (15 %) SULPHUR APPLIED
AT THE RATE OF DESCRIPTION STANDARD DWGS. SYMBOL
UTILITY PIPES AND STRUCTURES SHOWN ON CONTACT: THOMAS BROWN AT 632 -0382. 500 LBS. PER ACRE.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS WERE OBTAINED BY A SEARCH OF
THESE PLANS, THE STANDARD SPECIFICATIONS AVAILABLE RECORDS. TO THE BEST OF OUR 2. EQUIPMENT AND WORKERS FOR EMERGENCY AREAS TO BE
HYDROSEEDED SHALL BE PREPARED PRIOR ......... (360 .............
FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN KNOWLEDGE, THERE ARE NO EXISTING UTILITIES WORK SHALL BE MADE AVAILABLE AT ALL TIMES TO HYDROSEEDING
BY: EXISING CONTOURS
CONSTRUCTION STANDARDS OF THE CI7Y OF EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: DURING THE RAINY SEASON. ALL NECESSARY
ENCINITAS AND THE SAN DIEGO AREA REGIONAL MATERIALS SHALL BE STOCKPILED ON SITE AT 1. ROUGHENING THE SURFACE TO BE PLANTED
BY
STANDARD DRAWING. ANY CHANGES OR THE CONTRACTOR IS REQUIRED TO TAKE CONVENIENT LOCATIONS TO FACILITATE RAPID ANY OR A COMBINATION
OF: PROPOSED CONTOURS
REVISIONS THEREFROM SHALL BE APPROVED BY DUE PRECAUTIONARY MEASURES TO CONSTRUCTION OF TEMPORARY DEVICES WHEN
360
THE CITY ENGINEER PRIOR TO ANY REQUEST FOR PROTECT ANY EXISTING UTILITIES OR RAIN IS IMMINENT. 0. TRACK WALKING SLOPES STEEPER
THAT 6:1.
INSPECTION. STRUCTURES LOCATED AT THE WORK SITE. b. RIPPING AREAS THAT WILL NOT BREAK UP
IT IS THE CONTRACTOR'S RESPONSIBILITY 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED USING ITEM (0) ABOVE.
2. THE SOILS REPORT TITLED "LIMITED SITE TO CONTACT THE FOLLOWING OWNERS OF OR MODIFIED WITHOUT THE APPROVAL OF THE
FILL SLOPE
INVESTIGATION, PROPOSED SINGLE FAMILY SAID UTILITIES OR STRUCTURES PRIOR TO ENGINEERING INSPECTOR. 2. CONDITIONING THE SOILS SO
THAT IT IS SUITABLE �etr
DWELLING, PARCEL 4 PARCEL MAP 15133, CITY OF ANY EXCAVATION, FOR VERIFICATION AND FOR PLANTING BY:
ENCINITAS ", DATED AUGUST 4, 1994 SHALL BE LOCATION OF UTILITIES AND NOTIFICATION 4. THE CONTRACTOR SHALL RESTORE ALL EROSION
CONSIDERED AS A PART OF THIS GRADING PLAN. OF COMMENCEMENT OF WORK: CONTROL DEVICES TO WORKING ORDER TO THE a. ADJUSTING
THE SURFACE SOIL MOISTURE CUT SLOPE
ALL GRADING SHALL BE DONE IN ACCORDANCE SATISFACTION OF THE CITY ENGINEER AFTER TO PROVIDE A DAMP BUT NOT SATURATED
360
WITH THE RECOMMENDATIONS AND a. SEWERS: CARDIFF SANITATION 565 -5657 EACH RUN -OFF PRODUCING RAINFALL. SEED BED.
SPECIFICATIONS CONTAINED IN SAID REPORT. b. GAS & ELECTRIC: S.D.G. &E. 235 -6323 b. THE ADDITION OF SOIL AMENDMENTS, PH
C. WATER: O.M.W.D. 735 -6466 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL ADJUSTMENT, LEACHING OR COVERING
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE d. TELEPHONE: PACIFIC BELL (800) 422 -4133 EROSION CONTROL MEASURES AS MAY BE SALINE
SOILS TO PROVIDE VIABLE DAYLIGHT LINE - - - - -
APPROVAL OF SIZES, LOCATION AND TYPE OF e. CABLE TV: N/A REQUIRED BY THE CITY ENGINEER DUE TO AN CONDITIONS FOR GROWTH.
DRAINAGE FACILITIES, NOR OF IMPROVEMENTS INCOMPLETE GRADING OPERATION OR 1
WITHIN STREET RIGHT OF WAYS, SEPARATE 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. HYDROSEEDED
AREAS SHALL BE MAINTAINED TO BOUNDARY LINE
APPROVALS AND PERMITS FOR THESE SHALL BE OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT
IS
REQUIRED IN CONJUNCTION WITH IMPROVEMENT ON THIS PROJECT. PHONE: (619) 633 -2770. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND
PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE - - -
PLANS. SHALL TAKE NECESSARY PRECAUTIONS TO HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE PREVENT PUBLIC TRESPASS ONTO AREAS WHEN THE PROJECT IS COMPLETED AND ALL SECURITY
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ON CALLS FOR INSPECTION. PHONE (619) 633 -2770. IMPOUNDED WATERS CREATE HAZARDOUS RELEASED.
ANY OFF - SITE GRADING. CONDITIONS. BENEFIT OF
5. CONTRACTOR SHALL TAKE ANY NECESSARY 4 A INSPE ORK ON P W ILL BE D S B TO REJECTION AND 7. ALL EROSION CONTROL MEASURES PROVIDED PER ENVIRONMENTAL
DATA DRIVEWAY CENTERLINE -
PRECAUTIONS REQUIRED TO PROTECT ADJACENT REMOVAL. THE APPROVED GRADING PLAN SHALL BE
PROPERTIES DURING GRADING OPERATIONS. C. GRADING INCORPORATED HEREON. 1. STEEPEST EXISTING NATURAL SLOPE ON -SITE = 40 %.
TYPE ' B" r r
ANYTHING DAMAGED OR DESTROYED SHALL BE CONC. BROW DITCH ( ) RSD D -75
REPLACED OR REPAIRED TO CONDITION EXISTING 1. ALL GRADING SHALL BE OBSERVED AND TESTED 8. GRADED AREAS AROUND THE PROJECT PERIMETER
2. MAXIMUM VERTICAL DEPTH OF CUT = 10 FT.
PRIOR TO GRADING. BY A QUALIFIED SOILS ENGINEER OR UNDER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT
HIS /HER DIRECTION, HE /SHE SHALL OBSERVE AND THE CONCLUSION OF EACH WORK DAY. 3. MAXIMUM VERTICAL DEPTH OF FILL = 10
FT. EXISTING BROW DITCH
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT TEST THE EXCAVATION, PLACEMENT AND
ANY MONUMENT OR BENCH MARK WHICH IS COMPACTION OF FILLS AND BACKFILLS AND 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN 4. AVERAGE
DEPTH OF CUT = 3.4 FT.
DISTURBED OR DESTROYED SHALL BE RE- COMPACTION OF TRENCHES. HE /SHE SHALL SHALL BE IN PLACE AT THE END OF EACH
ESTABLISHED AND REPLACED BY A REGISTERED SUBMIT SOILS REPORTS AS REQUIRED AND SHALL WORKING DAY WHEN THE FIVE (5) DAY RAIN 5. AVERAGE
DEPTH OF FILL = 4.7 FT. EARTHEN SWALE '�
CIVIL ENGINEER OR LICENSED LAND SURVEYOR. DETERMINE THE SUITABILITY OF ANY FILL PROBABILITY FORECAST EXCEEDS FORTY
MATERIAL. UPON COMPLETION OF GRADING PERCENT (40 %). SILT AND OTHER DEBRIS SHALL
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT OPERATIONS, HE /SHE SHALL STATE THAT BE REMOVED AFTER EACH RAINFALL.
AND MAINTAIN ALL SAFETY DEVICES, INCLUDING OBSERVATIONS AND TESTS WERE MADE BY SAND BAGS a
SHORING, AND SHALL BE RESPONSIBLE FOR HIM /HER OR UNDER HIS /HER SUPERVISION AND
CONFORMING TO ALL LOCAL, STATE AND FEDERAL THAT IN HIS /HER OPINION, ALL EMBANKMENTS AND E. HYDROSEED
SAFETY AND HEALTH STANDARDS, LAWS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR
REGULATIONS. INTENDED USE. 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES DRIVEWAY RSD G -14 OR DS
-7
THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OWNER'S CERTIFICATE
8. GRADING AND EQUIPMENT OPERATING WITHIN 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL OR STEEPER WHEN THEY ARE:
ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN EXCAVATED SURFACES TO PROVIDE POSITIVE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS
ENGINEER
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN DRAINAGE AND PREVENT PONDING OF WATER. a. THREE FEET (3') OR MORE IN HEIGHT IN FILL OR GEOLOGIST
HAS BEEN OR WILL BE RETAINED TO SUPERVISE
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON HE /SHE SHALL CONTROL SURFACE WATER AND AREAS. OVER ALL GRADING ACTIVITY AND ADVISE
ON THE COMPACTION
SATURDAYS, SUNDAYS AND CITY RECOGNIZED AVOID DAMAGE TO ADJOINING PROPERTIES OR TO AND STABILITY OF THE SITE.
HOLIDAYS. FINISHED WORK ON THE SITE AND SHALL TAKE b. FIVE FEET (5') OR MORE IN HEIGHT IN CUT
REMEDIAL MEASURES TO PREVENT EROSION OF AREAS, UNLESS SLOPE IS NOT SUBJECT TO
9. NO GRADING OPERATIONS SHALL COMMENCE FRESHLY GRADED AREAS UNTIL SUCH TIME AS EROSION DUE TO THE EROSION RESISTANT
UNTIL A PRE - GRADING MEETING HAS BEEN HELD PERMANENT DRAINAGE AND EROSION CONTROL CHARACTER OF THE MATERIALS AS BY: DATE:
ON -SITE WITH THE FOLLOWING PEOPLE PRESENT: MEASURES HAVE BEEN INSTALLED. APPROVED BY THE CITY ENGINEER.
CITY INSPECTOR, CIVIL ENGINEER, SOILS
ENGINEER, GRADING CONTRACTOR AND 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL
DECLARATION OF RESPONSIBLE CHARGE
PERMITTEE. THE PRE -GRADE MEETING SHALL BE BE FILLED AND FILL SHALL BE PLACED IN OF THE SOIL AT THE OPTIMUM LEVEL FOR THE
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ACCORDANCE WITH STANDARD SPECIFICATIONS. GROWTH OF THE HYDROSEED GROWTH. I HEREBY DECLARE
THAT I AM THE ENGINEER OF WORK FOR
ADVANCE BY CALLING (619) 633 -2770. ALL VEGETABLE MATTER AND OBJECTIONABLE THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE
MATERIAL SHALL BE REMOVED BY THE 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE OVER THE DESIGN OF THE PROJECT AS DEFINED IN
SECTION
10. PRIOR TO HAULING DIRT OR CONSTRUCTION CONTRACTOR FROM THE SURFACE UPON WHICH FOLLOWING: 6703 OF THE BUSINESS AND PROFESSIONS
CODE, AND THAT
MATERIALS TO ANY PROPOSED CONSTRUCTION THE FILL IS TO BE PLACED. LOOSE FILL AND THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
SITE WITHIN THIS PROJECT, THE DEVELOPER ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE 1. SEED MIX SHALL CONSIST OF NO LESS THAN:
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM FIRM NATURAL GROUND. THE EXPOSED SOILS I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS
AND
THE CITY ENGINEER FOR THE PROPOSED HAUL SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN a. 20 LBS. PER ACRE OF ROSE CLOVER. SPECIFICATIONS
BY THE CITY OF ENCINITAS IS CONFINED TO A
ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL COMPACTED TO A MINIMUM OF 90 PERCENT (90 %) b. 20 LBS. PER ACRE OF ZORRO FESCUE. REVIEW
ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF
CONDITIONS AND REQUIREMENTS THE CITY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY C. 3 LBS. PER ACRE OF E SCHOOL CIA WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
ENGINEER MAY IMPOSE WITH REGARDS TO THE TO PLACE, SPREAD, WATER AND COMPACT THE CALIFORNICA.
HAULING OPERATION. FILL IN STRICT ACCORDANCE WITH d. 4 LBS. PER ACRE OF ACHILLEA
SPECIFICATIONS. MILLEFOLIA.
11. UPON FINAL COMPLETION OF THE WORK UNDER e. 3 LBS. PER ACRE OF ALYSSUM LEPPERT ENGINEERING CORPORATION
THE GRADING PERMIT BY PRIOR TO FINAL GRADING 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED (CARPET OF SNOW). 5933 BALBOA AVENUE
APPROVAL AND /OR FINAL RELEASE OF SECURITY, TO FINISH GRADE TO PRODUCE SMOOTH f. 1/2 LB. PER ACRE OF DIMORPHOLECA. SAN DIEGO, CA
92111 QROFESS /p
AS AN
PROV DED STTATTING: CE RTIFICATIO N L RADING PERFORMED SLOPES OF A UNIFORM CRO THE 9
OFEXXCAVATONS AND EMBANKMENTS I TEMS SUBSECTION A
T HIS S. Kg
ON (619) 576 -1984 F L
UNDER PERMIT NO. 8225 -G HAS BEEN PERFORMED SHALL BE SHAPED, PLANTED AND TRIMMED AS LOCATIONS WHERE THE AREA BEING
IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED DIRECTED BY THE ENGINEER OF WORK AND LEFT HYDROSEEDED IS NOT VISIBLE FROM p r
No 31828 s
GRADING PLAN OR AS SHOWN ON THE ATTACHED IN A NEAT AND ORDERLY CONDITION. ALL STONES, EITHER A PUBLIC STREET OR BY: DATE:
EX P. 11 L
AS- GRADED PLAN ". THIS STATEMENT SHALL BE ROOTS AND OTHER WASTE MATTER EXPOSED OR RESIDENTIAL STRUCTURES. NORMAN S. KASUBUCHI
J
FOLLWED CIVIL CERTIFIES I SUCH U GR DFNG LI BLLE OOSENED SHA WHICH ARE h. I INOCUOLATED THI
WTH NITROGEN MU ST R.C.E. 31829 EXP. DATE: 12 -31 -96 gl �OF CA �F���
OPERATION. REMOVED AND DISPOSED OF, THE TOE AND TOP FIXING BACTERIA AND APPLIED DRY _
OF ALL SLOPES SHALL BE ROUNDED IN EITHER BY DRILLING OR BROADCAST
ACCORDANCE WITH THE GRADING ORDINANCE. BEFORE HYDROSEEDING.
i. ALL SEED MATERIAL SHALL BE SOILS ENGINEER'S CERTIFICATE z��;
5. ALL TREES, BRUSH, GRASS, AND OTHER TRANSPORTED TO THE JOBSITE IN _
OBJECTIONABLE MATERIAL SHALL BE COLLECTED, UNOPENED CONTAINERS WITH THE q 0-ft; r Q 00 em u+ %p A
(T.I
PILED OR OTHERWISE DISPOSED OF, OFF THE SITE CALIFORNIA DEPARTMENT OF FOOD REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
~
BY THE CONTRACTOR SO AS TO LEAVE THE AREAS AND AGRICULTURE CERTIFICATION PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOIL O (j
THAT HAVE BEEN CLEARED WITH A NEAT AND TAG ATTACHED TO, OR PRINTED ON MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF
FINISHED APPEARANCE, FREE FROM UNSIGHTLY SAID CONTAINERS. THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE
DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL j. NON -PHYTO -TOXIC WETTING AGENTS BY ME OR UNDER MY DIRECTION BETWEEN THE DATES
OF o (�I
SHALL BE SECURED FROM THE SOILS ENGINEER MAY BE ADDED TO THE HYDROSEED 0 7 , L f- fy' AND f- C Y- f y ONE COMPLETE COPY
0 (JI
AND CITY ENGINEER PRIOR TO THE DISPOSAL OF SLURRY AT THE DISCRETION OF THE OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH
z lil
ANY SUCH MATERIAL. CONTRACTOR. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF
WISHBONE
THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE WAY 0
2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS Z
;Z;
THAN 2,000 LBS. PER ACRE. TYPE 6 MULCH INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN
.<
(STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
Fr V'.1
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN W
STRAW IS USED, IT MUST BE ANCHORED TO THE
SLOPE BY MECHANICALLY PUNCHING NO LESS j - _Z I
THAT FIFTY PERCENT (50 %) OF THE STRAW INTO SIGNED: t` _ �y (') 1
THE SOIL. ,u h��. F;., � ENCINITAS Z :�
R.C.E. NO.: L / y / �•.� o W .
EXP. DATE: Il- 31.*- 97 F'a 2� 9 °� lil «
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APPROVED BY ENGINEER REGISTRATION
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1 REVISED GRADING CO. BENCH J0302 ENGINEER OF WORK: RECOMMENDED: APP OVED:
STANDARD BRONZE DISC IN CONCRETE GRADING AND EROSION CONTROL PLANS FOR: I W ;� L
MONUMENT, 200' NORTH OF STA, HORIZONTAL: N A gy, gy BROWN RESIDENCE 8225 -G z I�
261 +98.72 RANCHO SANTA FE RD. /
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15133 5 I _ C
VERTICAL: N/A MARSHAL DATE RC
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File name: D:/ACADWIN /ENC1101 /ENC1101A
DRIVEWAY CENTERLINE DATA
MOTES
L1 S76'28'49 "W 21.03'
C1 D= 63'24'14" 35' 38.73'
L2 I S13 04 - 35 "W 136.25'
C2 D- 74'27'07" 60' 77.97'
L3 N8T31'42 "E 135.31'
C3 D- 90'37'02" 75' 118.62
L4 N01 70.38'
L5 S88'08'44 "W 15.00'
PA C 1
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L ppert San Diego, Co 92111 "LE ENC 11.01 -11.94 DATE
Ln gin eerin g (619) 576 -1984 o
Commo lR ATION PREPARATION AND REVISION LOG
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS CITY OF E C I N ITAS ENGINEERING
SERVICES DRAWING NO.
REVI5E0 GRADIN&t FIFE CO. BENCH JO302 ENGINEER OF WORK: RECOMMENDED: AP ED:
STANDARD BRONZE DISC IN CONCRETE GRADING AND EROSION CONTROL PLANS FOR: /+ W
MONUMENT, 200' NORTH OF STA. 8225 —G -
261 +98.72 RANCHO SANTA FE RD. HORIZONTAL: 1 =30 BY: B Y BROWN RESIDENCE Z
NEAR FENCE ON EAST SIDE OF ROAD. [I[ /� CITY ENGINEER PARCEL 4 OF PARCEL MAP 15133 Z
VERTICAL: N/A NORMAN S. KASUBUCHI DATE
ELEV. 176.18 DATUM: U.S.C. & G.S. RCE 31829 EXP. 12/31/96 DATE �# -uU G DATE Z
� ' WORK PROJECT NO. SHEET 2 OF 2 W
File name D' /ACA0WIN /ENC11D1 /ENC1101