7734 WORK TO BE DONE
A. GENERAL E. EROSION CONTROL ENGINEER OF WORKS AS-BUILT CERTIFICATE
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STEVE SALINGER 760-583-9993
t, DAVID A. ASHCROFT HEREBY DECLARE THAT THE PREPARATION OF THESE AS-BUILT DRAWINGS AND THAT THE
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES
DURING THE RAINY INFORMATION SHOWN IS BASED ON ACTUAL SITE INVESTIGATIONS AND SURVEYS OF THE IMPROVEMENTS
ru ra
SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID BETWEEN THE DATES OF AND TO
THE BEST OF MY KNOWLEDGE AND r
REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY g W
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. EXPERIENCE THE INFORMATION SHOW ON THESE PLANS PROVIDE AN ACCURATE REPRESENTATION
OF THE 3 ` "
a g ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. ` V
8off o 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING AS-BUILT CONDITIONS. `=
K
2. THE SOILS REPORT TITLED PRELIMINARY GEOTECHNICAL INVESTIGATION PROPOSED RESIDENTIAL REMODEL 554 y .
INSPECTOR. n �
STRATFORD DRIVE, ENCINITAS, CALIFORNIA PREPARED BY COAST GEOTECHNICAL, DATED OCTOBER 6, 2006,W.O.
P-502076 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACOORDANCE �� �. �:" e
R, tfiwn' F '
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF 4 ° " W
�y �,as �r
g THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. BY: '
ON WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. § ' in
3. APPROVAL F THIS PAN NOT CONSTITUTE APPROVAL OF SIZES LOCATION AND TYPE OF DRAINAGE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED
BY THE CITY DAVID ASHCROFT, PE. RCE C47024 EXP. 12/31 /07 DATE .a )a =y 1
O O S L S DOES O CO U E E ��� '
FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORSEEN CIRUMSTANCES
WHICH MAY ARISE. � � r _ ,' '` ,
0 6.THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC �+ 5 :
SHALL BE REQUIRED IN CONJUCTION WITH IMPROVEMENT PLANS. FLOOD STATEMENT ��a ��c ,'
r TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
le 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. ` ''
DAVID A.ASHCROFT PE A REGISTER ..,. . �" ;; �`
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED R CIVIL ENGINEER/SURVEYOR, HEREBY CERTIFY
THAT THE PAD STRUCTURES ;Sz 554 Stratford,Dr .I
•� � 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING `"� �`
HEREON. SHOWN ON THIS GRADING PLAN HAVE BEEN VERIFIED BY ME AND THAT SAID ELEVATION ARE AT OR ABOVE THE � � �` EflCitllta5'
CA' 92024 4544
GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION S � , r,, i
$g 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE � '� 1 ' c "$<c etwtzs
�� EXISTING PRIOR TO GRADING. BASE FLOG ION SHOWN ON THE FLOOD I ANCE RATE MAP OF THE COUNTY OF SAN DIEGO. � ��
r
� �� S! � V✓
6. THE DEVELOPER SHALL BE REPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED CONCLUSION OF EACH WORK DAY. i
� .. �" '� :..�
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE _ � .,
SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
FIVE 5 DAYS RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT 40 % . SILT AND OTHER DEBRIS SHALL BE N ( I� y ��
m �� � x ' z_ u�za 1 1
it 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING,AND SHALL O ( ) BY: ��� � �y��
y left
�� � � t � W
REMOVED AFTER EACH RAINFALL. DAVID ASHCROFT PE. RCE C47024 XP. 12(31 (07 DATE °
BE REPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND � � � "
REGULATIONS. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES(90 % �
COVERAGE PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN a m- ci
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2)MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL > OWNERS CERTIFICAT � n. ,
Y ,
NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK
OF THE STATE OF
RECOGNIZED HOLIDAYS. CALIFORNIA DEPARTMENT OF CONSERVATION . IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. zg
N 33 V+
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD ONSITE WITH THE
FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND F. HYDROSEED IT IS FURTHER AGREED THAT THE OWNER
SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES. .
PERMITTEE.THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE
CITY ENGINEER DETERMINES ARE NECESSARY FOR AND
1 . HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR
CALLING (619)633-2770. DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS.
" Q
10, PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS STEEPER WHEN THEY ARE:
V, ♦A
a. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. y ., `; __!° to
PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED I HEREBY CERTIFTY THAT A REGISTERED SOILS ENGINEER
OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO - `�°"" �
UNLESS SLOPE IS NOT SUBJECT TO FIVE FEET OR MORE IN HEIGHT IN CUT AREAS,
HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY b. SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE
OF THE COMPACTION AND STABILITY OF THE SITE. C
IMPOSE WITH REGARDS TO THE HAULING OPERATION.
VICINITY 1 N ITV MAP
EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED
1 . .
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL BY THE CITY ENGINEER.
AND/OR FINAL RELEASE OF SECURITY,AN AS-GRADED CERTIFICATION SHALL BE PROVIDED STATING: THE GRADING � a
G 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH
UNDER PERMIT NO. 389-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OF THE HYDROSEEDED GROWTH. By:-- f �
OR AS SHOWN ON THE ATTACHED AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: DAVID
SAM ELSON DATE
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 1 . SEED MIX SHALL CONSIST OF NO LESS THAN: 554 STRATFORD DRIVE PROJEC
T DATA
a. 20 LBS PER ACRE OF ROSE
B. NOTIFICATIONS b. 20 LBS PER ACRE OF ZORROCFESCUE. ENCINITAS, CA 92024 !1 A . ZONING
PH. (760)525-2144 ZONING
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE C. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNIA. ZON
E = R-5
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES d. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA. STATEMENT OF
ENGINEER OF WORK DENSITY = 4.0 D.U. /ACRE g, 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) .EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO
TAKE DUE PRECAUTIONARY e. 1 /2 LBS PER ACRE OF DIMORP(CARPE. NET LOT AREA = 8700 SF
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED
BY THE ENGINEER SHALL COMPLY WITH THE LOT WIDTH = 70 FT
g. ITEMS C, D, E, AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC
GENERALLY ACCEPTED STANDARD AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER LOT DEPTH = 100 FT
ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTFICATION OF COMMENCEMENT OF WORK: STREET OF RESIDENTIAL STRUCTURES. FURTHER AGREES THAT
THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND SETBACKS FRONT YARD = 25 FT
a. SEWERS (ENCINITAS SANITATION DISTRICT) 800-227-260ORR h. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING REGULATIONS
REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW SIDE YARD - INTERIOR = 10/10 FT
b. GAS & ELECTRIC (SAN DIEGO GAS & ELECTRIC) 800-411 -7343 BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE PERFORMED BY THE
CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE SIDE YARD - STREET = 10 FT
C. WATER (SAN DIEGUITO WATER DISTRICT) 800-227-2600 HYDROSEEDING. ENGINEER IS NOT A DATERMINATION BY THE CITY OF ENCINITAS OF
THE TECHNICAL SUFFICIENCY OR ADEQUACY REAR YARD = 25 FT
d. TELEPHONE (PACIFIC BELL) 800-310-2355 i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED OF THE PLANS OR DESIGN, AND IT THEREFORE
DONE NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE LOT COVERAGE = 35% ALLOWABLE
e. CABLE TV (DIMENSION CABLE SERVICES) 619-598-6666 CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICUTURE PLANS OR DESIGN OF
IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD B. LEGAL DESCRIPTION
CERTIFACTION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS,AGENTS AND EMPLOYEES FROM PROPERTY
DAMAGE OR
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINING ANY WORK ON THIS BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT
ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF SAN
PROJECT. PHONE: (619)633-2770. j . NON-PHYTO TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY HIS/HER AGENTS OR EMPLOYEES ACTING-WITHIN
THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT DIEGO AND IS DESCRIBED AS FOLLOWS:
AT THE DISCRETION OF THE CONTRACTOR. LOT 6, BLOCK F OF ENCINITAS HIGHLAND, IN THE CITY OF ENCINITAS, COUNTY OF
SAN DIEGO,
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE:(619)633-2770. ALL WORK AN (SING O OF WOW PERFORMED BY THE
ENGINEER.
2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE 6 i
PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 5/ U STATE OF CALIFORNIA, ACCORDING TO
MAP NO 2141 THEREOF, FILED IN THE OFFICE OF THE
MULCH (STRAW) MAY BE SUBSTITUTED ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER
C. GRADING MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY Y. 3 / COUNTY RECORDER
TI SAN DIEGO COUNTY, F THE FOLLOWING 1928
PUNCHING NO LESS THAT 50% OF THE STRAW INTO THE SOIL. DAVID ASHCROFT, PE. RCE C4�024 EXP. 12/31 /07 DATE
EXCEPTING THAT PORTION LYING EASTERLY OF THE FOLLOWING DESCRIBED LINE:
1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OF UNDER HIS/HER DIRECTION. BEGINNING AT A POINT
ON THE EASTERLY LINE OF LOT 5, BLOCK"F"OF SAID ENCINITAS
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR HIGHLANDS, DISTANT ALONG SAID
EASTERLY LINE NORTH 00 036'25"EAST, 87.26 FEET FROM
HE/SHE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND APPLIED AT THE RATE OF 500 LBS PER ACRE. AREAS TO BE HYDROSEEDED SHALL
BE
COMPACTION OF TRENCHES. HE/SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE PREPARED PRIOR TO HYDROSEEDING BY: ENGINEERING CONSULTING
GROIJ THE SOUTHEASTERLY CORNER OF SAID LOT 5;THENCE NORTH 10°00'54"WEST, 195.52 FEET;
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE/SHE SHALL STATE THAT 1 . ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION
OF 437 S. HWY 101, SUITE 202 THENCE NORTH 20 610'12"WEST, 176.14 FEET; THENCE NORTH 52'18'36"WEST, 32.02 FEET;
OBSERVATIONS AND TESTS WERE MADE BY HIM/HER OR UNDER HIS/HER SUPERVISION AND THAT IN HIS/HER OPINION, a. TRACK WALKING SLOPES STEEPER THAN 6:1 . SOLANA BEACH,
CA 92075 THENCE NORTH 69 00648"WEST, 72.06 FEET TO A POINT ON THE NORTHERLY LINE OF LOT 9 OF
ALL EMBAKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "a" ABOVE. P:
(858)259-4711 SAID BLOCK"F", ENCINITAS HIGHLANDS, DISTANT ALONG SAID NORTHERLY LINE, SOUTH
THAT ALL EMBANKMENTS AND EXCAVATION ARE ACEPTABLE FOR THEIR INTENDED USE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: ENGINEER'S
JOB NO.060614 88°55'10"EAST 98.04 FEET FROM THE NORTHWESTERLY CORNER OF SAID LOT 9.
AN APPROXIMATE AREA OF 0.38 AC( 16387 SF)
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL PREVENT PONDNG OF WATER. HEISHE SHALL CONTROL SURFACE EED BED
AR ACE WATER AND AVOID DAMAGE TO ADJOINING AND a G THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SOILS ENGINEER'S CERTIFICATE
C. SITE ADDRESS
PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING
FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. COAST
GEOTECHNICAL A REGISTERED CIVIL ENGINEERING FIRM IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING 554 STRATFORD DRIVE
INSTALLED. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL ENCINITAS, CA 92024
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYROSEEDING IS THE PERMANENT
LANDSCAPING, UNTIL THE CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY OUR FIRM OR UNDER OUR DIRECTION BETWEEN THE D. OWNER/ PERMITTEE
STANDARD SPECIFICATIONS.ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. DATES SEPTEMBER
13, 2006 . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY WITH
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE (� OUR RECOMMENDATIONS, HAS BEEN SUBMITTED
TO THE OFFICE OF THE CITY ENGINEER(JOB NO. P-502076). DAVID SAMUELSON Pk-
REMOVED
TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIEL TO A DEPTH OF 6"AND THEN G. SAN DIEGUITO WATER DISTRICT NOTES FURTHERMORE, WE HAVE REVIEWED
THESE GRADNG LANS AND CERTIFY THAT THE RECOMMENDATIONS O
r 554 STRATFORD DRIVE
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S REPONSIBILITY TO PLACE, SPREAD,WATER 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
REPRESENTATION AS TO THE
INCLUDED IN THE SOILS REPORT FOR THIS,ki,HAVE N INCORPORATEDs,}APFHE G PLANS AND ENCINITAS, CA 92024' N
AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. SPECIFICATIONS. I
ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF,ANY UNDERGROUND UTILITY, PIPE OR a 1 PH. (760)525-2144 0
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM as e
a «/ ` 4
CROSS SECTIONS.THE SLOPES OF EXCAVATIONS AND EMBAKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. COAST GEOTECHNICAL
E. TOPOGRAPHIC SURVEY
�w �? s,
2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED 1t
DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION.ALL STONES, ROOTS AND OTHER 779 ACADEMY DRIVE .�
CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED 7 TOPOGRAPHY PER FIELD SURVEY
BY SPENCER LUEY ENGINEERING ON JULY 24,2006; gA
WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL SOLANA BEACH, CA 92075 „' ORDERED
BY MR. DAVID SAMUELSON. THIS SURVEY DOES NOT INCLUDE ANY UNDERGROUND
WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS /' �' z ¢ ■
BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPED SHALL BE ROUNDED IN ACCORDANCE WITH THE P: (858)755-8622 ENGINk ,3 3,
UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. �- z UTILITY, SETBACK, OR EASEMENT INFORMATION.
HORIZONTAL CONTROL COORDINATES W
GRADING ORDINANCE. ENGINEER'S JOB NO. P-502076 , '; M
5.ALL TREES BRUSH GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED PILED OR OTHERWISE 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY
EXISTING WATER q�J� �J ESTABLISHED PER RANDOM- RELATIVE COORDINATE SYSTEM. ELEVATIONS TIED TO CO. OF
DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT FACILITY(FIRE HYDRANT, METERS,VALVE BOXES, ETC.)WHICH IS AFFECTED BY THEIR
PROJECT. ALL AFFECTED WATER BY: /1/ate ms's °= .T-/7-d7 SAN'DIEGO 200 SCALE TOPO#298-1689. BOUNDARY TIED TO PARCEL MAP 16413 AND GRANT Q
AND FINISHED APPERANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE FACILITIES MUST MEET CURRENT WATER AGENCIES'STANDARDS COMMITTEE STANDARDS.
IF FACILITIES DO NOT DEED 87-498507.
AT THE Q
MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. MARK BURWELL CEG: 2109 EXP. 5/31 /08 DATE
SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. F. SHEET INDEX
4. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 1 j� Z
D. ENVIRONMENTAL DATA 5. MINIMUM HORIZONTAL SEPARATION OF 10-FOOT REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND BY: J Q n x(17 `'f�/7�J7
O
VITHAYA INGHANET GE: 782 EXP. 12/31 /07 DATE SHEET NO. DESCRIPTION
ELECTRIC VAULTS. 1 TITLE SHEET `
1 . STEEPEST EXISTING NATURAL SLOPE ON-SITE = 0.06:1 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS
1
2 GRADING AND DRAINAGE PLAN
2. MAXIMUM VERTICAL DEPTH OF CUT = 1 .56 FT MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. ,
3 EROSION CONTROL PLAN
3. MAXIMUM VERTICAL DEPTH OF FILL = 0.0 FT
4 EROSION CONTROL DETAIL
4. AVERAGE DEPTH OF CUT = 0.42 FT
5. AVERAGE DEPTH OF FILL = 0.0 FT QROFESS/pN IL
EARTHWORK: PARKS AND RECREATION DEPT. PUBLIC WORKS DEPARTMENT ENCINITAS FIRE DEPT. SAN DIEGUITO WATER DISTRICT ��aPon• ^SyCO�F
CUT = 64 CY SIGNATURE EXPIRES 2 YEARS AFTER DATE SIGNED °P No. 47024 ' ENGINEERING LU
EXPORT = 54 CY / / ,12/31107 CONSULTING p.
/ /Z91�7 �• 5 o� / � ,c//' •�'Z9 107 CD(D-- cply 9� CIVIv- GROUP
OF C,►.\,\ti 437 S. Highway 101,Suite 202 Solana Beach,California 92075
.'REVIEWED BY DATE EVIEW Y DATE REVIEWED BY DATE REVIEWED BY DATE P: 858.259.4711 F:858.259.5732
wwa ccgnetcom
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANN'G & BUILD'G DEPT. DESIGN BY DRAWN BY I CHECKED BY APPROVALS CITY