2002-7702 G (Plans) GE 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS
ERAL NOTES PRIVATE ROAD AND LOT GRADING PLANS FOR TM 99 ° 220
A. GENERAL WORK TO BE DONE
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE FOR INSPECTION. PHONE (760)-633-2770. ALL WORK ALL WORK SHALL
BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE FOR PUBLIC WORKS CONSTRUCTION
(LATEST EDITION), THE SAN DIEGO STANDARD
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF SUBJECT TO REJECTION AND REMOVAL EROSION C 0 N T R 0 L SPECIAL PROVISIONS TO
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
THE CITY OF ENCI ITAS AND THE SAN DIEGO AREA B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR CONSTRUCTION
)
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT 24 HRS (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE
,
REGIONAL STANDARD DRAWINGS. ANY CHANGES OR C. GRADING SAMUEL KARP AT (858) 756-2000 PLANTING BY: AND THE SAN DIEGO
AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION).
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A 1. ADJUSTING THE SURFACE SOIL MOISTURE TO
ENGINEER PRIOR 0 ANY REQUEST FOR INSPECTION. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL
QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE PROVIDE A DAMP BUT NOT SATURATED SEED BED.
BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY
2. THE SOILS REPORT TITLED "GEOTECHNICAL INSPECTION PROPOSED SHALL INSPECT AND TEST THE EXCAVATION, PLACEMENT AND COMPACTION OF FILLS AND BACKFlLLS AND SEASON.
ALL NECESSARY MATERIALS SHALL BE STOCKPILED 2. THE ADDITION OF SOIL AMENDMENTS, PH IMPROVEMENTS STD. D W G S. SYMBOLS Q U A N T I T I E S
RESIDENTIAL SUBDVISION SITE ENCINITAS, CA. PREPARED BY ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID ADJUSTMENT, LEACHING OR COVERING
SALINE SOILS
R
REPORTS AS REQUIRED AND WILL DETERMINE THE
SOIL TESTERS DATED OCTOBER 25, 2002 SHALL BE CONSIDERED COMPACTION TRENCHES. SHALL SUBMIT SOILS CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
TO PROVIDE VIABLE CONDITIONS FOR GROWTH. PROPERTY LINE - -
AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED
OR 5. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A CENTERLINE -
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS MODIFIED WITHOUT APPROVAL OF THE ENGINEERING INSPECTOR.
VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY
CONTAINED IN SAII REPORT. AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE EXISTING
CONTOURS
AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL PERMANENT LANDSCAPING, UNTIL THE PROJECT
IS COMPLETED
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE
AND ALL SECURITY RELEASED. PROPOSED CONTOURS 60
OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL
NOR OF IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. FOR THEIR INTENDED USE.
SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION AC STRUCTURAL SECTION
8,911 SF
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR OWNER'S C E RT I F I CAT E 6"
TYPE G CURB & GUTTER G-2 382 LF
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF- PONDING OF WATER. HE SHALL CONTROL SURFACE WATER UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE.
SITE GRADING. AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO I WE HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
6" TYPE G CURB G-1 252 LF
FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE HAS BEEN OR WILL BE RETAINED TO SUPERVISE
OVER ALL GRADING ACTIVITY
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO EXISTING SEWER LINE
5. CONTRACTOR SH TAKE ANY NECESSARY PRECAUTIONS MEASURES TO PREVENT EROSION OF FRESHLY GRADED AND A •ON THE COMPACTION AN TABILITY
NTH E.
REQUIRED TO PROTECT ADJACENT PROPERTIES DURING AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
GRADING OPERATIONS. ANYTHING DAMAGED OR EROSION CONTROL MEASURES HAVE BEEN INSTALLED. �3 EXISTING WATER LINE -
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE SIG E a-�✓-� �'�"`' �"'� DATE:
DESTROYED SHALL BE REPLACED OR REPAIRED TO c-----..---_
CONDITION EXISTING PRIOR TO GRADING. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. ELYN
HAULDREN, EXECUToR EXISTING GAS LINE -
AND FILL SHALL BE PLACED IN ACCORDANCE WITH 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FILL SLOPE (2:1 MAX)
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK
DAY. OWNER: THE HEIRS 0 SEES OF MILDRED L. DECEASED, SUBJECT TO
MONUMENT ORB NCH MARK WHICH IS DISTURBED OR OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE THE ADMINISTRATIO THE ESTAT AID DECEDENT;
CUT SLOPE (2:1 MAX)
DESTROYED S BE RE-ESTA13USHED AND REPLACED BY A CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE
IN EVELYN HAULDREN BEING + INTED AND QUALIFIED EXECUTOR,
REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE
CUT FILL LINE F
REMOVED TO SUITABLE FIRM NATURAL GROUND. THE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORK SAN DIEGO COUNTY SUP T CASE N0. PN 23488
CUT/
FILL
THE CONTRACTOR 3HALL DESIGN, CONSTRUCT AND EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE v Or' D
AYLIGHT LINE - - -
MAINTAIN ALL SAF DEVICES, INCLUDING SHORING, AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL REMOVED AFTER EACH RAINFALL lL ADDRESS:
C/0 G URRELL
SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, c�c p 5 SECOND ST. EARTH
SWALE
STATE AND FEDE L SAFETY AND HEALTH STANDARDS, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO J2
0��- ENCINITAS, CA. 92024
LAWS AND REGULATIONS. WITH SPECIFICATIONS. PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% OC1 9�tng PROPOSED RETAINING
WALL (TYPE C-4)-DECORATIVE 155 SFt
COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE O P (760)753-6327
8. GRADING AND EQU PMENT OPERATING WITHIN ONE-HALF 0 tL)Wtp ro _ * Foe wwz.L--ryPF_ 3 Got.oe 5EE S►trs 2 d 3
(1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO ACCOR AN E WI PUNCHED STRAW INSTALLED IN a[ fl
N � STREET NAME SIGN 1 EA
00 FINISHED GRADE TO PRODUCE SMOOTH SURFACES AND ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND � mm
NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 PM AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS SEDIMENT CONTROL HANDBOOK OF THE STATE OF }'sue
X r NcJ IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE
7:30 AM NOR ON SATURDAYS, SUNDAYS AND CITY Z •` NO-PARKING "FIRE LANE" SIGN 2 EA
RECOGNIZED HOLIDAYS. AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND CALIFORNIA DEPARTMENT OF CONSERVATION. �11 M.1 �6co PLANS.
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND j 5 C5 N`9
LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, z �rO Zm- IT IS FURTHER AGREED THAT THE OWNER DEVELOPER SHALL HAVE A GRAVEL
BAGS 000cx� 1,532 EA
9. NO GRADING OPE 1TONS SHALL COMMENCE UNTIL A PRE- A O (DEVELOPER)
ROOTS AND OTHER WASTE MATTER EXPOSED OR HYDROSEED °. O Qe-t Lu 9 REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS, OR
GRADING MEETING HAS BEEN HELD ONSITE WITH THE o� HYDROSEED y • W " W 4,780 SF
FOLLOWING PEOP PRESENT: Cm INSPECTOR, CIVIL EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE v V •% � DDITIONS TO THESE PLANS WHICH THE
DIRECTOR OF ENGINEERING
TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED 1. HYDROSEEDING ARE SHALL BE APPLIED TO ALL SLOPES DETERMINES ARE NECESSARY AND DESIRABLE
FOR THE PROPER
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) � •• 1" WATER SERVICE
SDWD P-2 � 5 EA
PERMITTEE. THE PRE-GRADE MEETING SHALL BE OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN COMPLETION OF THE IMPROVEMENTS.
OR STEEPER WHEN THEY ARE: W W
SCHEDULED WITH HE CITY AT LEAST 48 HOURS IN ADVANCE ACCORDANCE WITH THE GRADING ORDINANCE. p 2 GRASS LINED SWALE
BY CALLING (760)633-2770. A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. 1 4 O 1 FURTHER AGREE TO COMMENCE WORK ON ANY
IMPROVEMENTS SHOWN
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE ® _
MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE Q � ON THESE PLANS WITHIN EXISTING CITY RIGHT-OF-WAY WITHIN 60
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS DAYS AFTER THE ISSUANCE OF THE
CONSTRUCTION PERMIT AND TO
ANY PROPOSED C NSTRUCTION SITE WITHIN THIS PROJECT DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO SLOPE IS NOT SUBJECT TO EROSION DUE TO THE PURSUE
SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL EARTHWORK QUANTITIES: LEGAL DESCRIPTION
LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT
THE DEVELOPER HALL SUBMIT TO AND RECEIVE APPROVAL EROSION RESISTANCE CHARACTER OF THE MATERIAL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF
ANY OTHER WORK
AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. AS APPROVED BY THE CITY ENGINEER, CUT = 400 CY APN 260-084-10
& 11
FROM THE CITY E GINEER FOR THE PROPOSED HAUL ROUTE. ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. #
THE DEVELOPER HALL COMPLY WITH ALL CONDITIONS AND APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FILL = 100 CY
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL
OF EXPORT = 300 CY
THE DISPOSAL OF ANY SUCH MATERIAL THE SOIL AT OPTIMUM LEVEL FOR GROWTH OF THE �/f.�eretcK_ /
REGARDS TO THE HAULING OPERATION. t°
HYDROSEEDED GROWTH. SIG "*'o`l�• ��K9'ATE: � QUANTITIES NOTE
11. UPON FINAL COMP ETION OF THE WORK UNDER THE LYN HAULDREN EXECUTOR
GRADING PERMIT UT PRIOR TO FINAL GRADING APPROVAL NO PARKING FIRE LANE NOTE ' THE QUANTITIES ABOVE ARE ESTIMATED
FOR BONDING AND PERMIT PURPOSES ONLY.
AND/OR FINAL R LEASE OF SECURITY, AN AS GRADED "NO PARKING FIRE LANE" SIGNS SHALL BE POSTED ON 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
OWNER: THE HEIRS ISEES OF MILDRED L DECEASED, SUBJECT TO CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES AS A PART OF HIS BID.
CERTIFICATION SH LL BE PROVIDED STATING: ALL FIRE ACCESS ROADS LESS THAN 40 FEET IN THE ADMINISTRAT11 THE ESTATE ID DECEDENT;
a SITE
"THE GRAD I G UNDER PERMIT NO. 7702-G HAS BEEN WIDTH. ACCESS ROADS LESS THAN 32 FEET IN WIDTH 1. SEED MIX SHALL CONSIST OF NO LESS THAN: EVELYN
HAULDREN BEIN INTED AND QUALIFIED EXECUTOR, ENVIRONMENTAL DATA:
PERFORME IN SUBSTANTIAL CONFORMANCE WITH SHALL BE POSTED ON BOTH SIDES AND ACCESS ROADS SAN DIEGO COUNTY SUP T CASE NO. PIN 23488
,Z-,
A. 20 LBS. PER ACRE OF ROSE CLOVER STEEPEST EXISTING NATURAL SLOPE ON-SITE = 20 % v~
THE APPR ED GRADING PLAN OR AS SHOWN ON THE MORE THAN 32 FEET BUT LESS THAN 40 FEET IN " >
ATTACHED S-GRADED PLAN". WIDTH SHALL BE POSTED ON ONE SIDE ONLY. SIGNS B. 20 LBS PER ACRE OF ZORRO FESCUE MAXIMUM
VERTICAL DEPTH OF CUT = 6 FT. a sc w
THIS STATEMENT HALL BE FOLLOWED BY THE DATE AND SHALL BE SPACED A MAXIMUM OF 250 FEET ON ADDRESS:
C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNIA C/0 G RRELL MAXIMUM VERTICAL DEPTH OF FILL = 6 FT. °
��
D. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA 5 SECOND ST. w ��
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH CENTER. WHEN SIGNS ARE REQUIRED ON BOTH SIDES ENCINITAS, CA. 92024 AVERAGE
DEPTHS: (A) CUT = 400 X 27 / 27,000 = 0.4 s > v y
GRADING OPERATION. THEY SHALL BE STAGGERED SO THAT THERE IS ONE E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) B FILL
= 100 X 27 / 20,000 = 0.13 °cam y c
(1) SIGN A MAXIMUM OF 125 FEET ON ALTERNATING F. 1/2 LB PER ACRE OF DIMORPHOLECA (760)753-6327 O
B NOTIFICATIONS SIDES OF THE ACCESS ROAD(S). SIGNS SHALL BE G. ITEMS C, D, E, AND F OF THIS SUBSECTION
PLAINLY VISIBLE FROM ANY LOCATION ON AN ACCESS MAY B E OMITTED ON LOCATIONS WHERE THE AREA a Z
ROAD(S). SIGNS SHALL BE PER ENCINITAS FIRE BEING HYDROSEEDED IS NOT VISIBLE FOR EITHER DECLARATION 0 F RESPONSIBLE
CHARGE r °�1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY
DEPARTMENT STANDARDS. A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE y�
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED P L21 I HEREBY DECLARE
THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. v ti
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING NOTE: WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY I'--P`- -- A REGISTERED CIVIL ENGINEER IN
THE STATE OF THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE S�
UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: EITHER BY DRILLING OR BROADCASTING BEFORE CALIFORNIA, PRINCIPALLY DOING BUSINESS IN
THE FIELD OF APPLIED PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS 'o
THE CONTRACTOR IS REQUIRED TO TAKE DUE AUTOMATIC FIRE SPRINKLERS ARE REQUIRED FOR EACH SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY
OF THE CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. o
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING DWELLING UNIT. HYDROSEEDING. SOILS CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY
ME OR V
UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE UNDER MY DIRECTION BETWEEN THE DATES______
AND_______. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS Y Z
IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA ONE COMPLETE COPY OF THE SOILS REPORT
COMPILED FROM THIS STUDY BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES WITH MY RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF NOT RELIEVE ME
AS ENGINEER OF WORK, OF MY ESPONSIBILITIES FOR
w 26 DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS PROJECT
DESIGN
PRIOR TO ANY UTILITIES AND FOR VERIFICATION AND z 41 TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
LOCATION OF ILfTIES AND NOTIFICATION OF J � z AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT VICINITY
MAP
1 24 PAVED WIDTH _j FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AN SAN DIEGUITO ENGINEERING, INC. NOT
TO SCALE Z
COMMENCEMENT OF WORK: 3 J. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO SPECIFICATIONSF FESSIOry 4407 MANCHESTER
AVENUE, SUITE 105 ST EN R. CROSBY RCE 41975
A. SEWER - CA DIFF SANITATION DISTRICT w O THE HYDROSEED SLURRY AT THE DISCRETION OF THE / 40.4 A(F� ENCINITAS, CALIFORNIA
92024
TYPE G-1 CURB oc t Cy
(760) 633-2780 ao Iwo oeER 4ti oy PHONE: (760)753-5525 W
B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC AC STRUCTURAL SIGNED: ALLIED EARTH TECHNOLOGIES. 4613 21Zol03
W
2 THAN 2000LCLBSPPEIR ACRE. TYPE MULCH (STRAW) 121311Q`� DATE Z
1-800-422-413 a SECTION, 3" AC 6 P.O. BOX 1932 Na.C'2
C. WATER - S DIEGUITO WATER DISTRICT ON 6" CL II 6 ( R.C.E. NO.. Za-6 :5 EL CAJON, CA 92022 ExP
MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY (619) 447-4747 ('
(760)-633-2650 BASE MIN. APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST IZ 3 i o5 �"
D. TELEPHONE PACIFIC BELL TELEPHONE 2% EXP. DATE: FILE N0. 02-1167-D2 �'r gOFESS/
1-800-422-413 • BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING 4tpOFCN COQ � l PROFESS/ Z
E. CABLE TV - TM CABLEVISION NO LESS THAN 50% OF THE STRAW INTO THE SOIL. `��'.��IXNR,c1 .��y �F� pNh'
lFti W
(760)-436-2693 „ PRIVATE ROAD CERTIFICATION W + m PREPARED BY: y �d . �fc�
6 TYPE G2 CURB & GUTTER 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, a ` A Q
COLORED CONCRETE I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS AS SHOWN ON THIS PLAN No. SAN DIEGUITO ENGINEERING,
INC.
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE ( ) 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF SATISFIES THE REQUIREMENTS AS
STATED IN THE FINAL NOTICE OF APPROVAL J, EXP. 3-31-07 N0.3Bl44 H
Foe corlo. GOLO� Slr� 5►rf3 2 i 3. Q 4407 MANCHESTER AVENUE, SUITE 105 Lo
48 HOURS PRIOR 0 BEGINNING ANY WORK ON THIS PROJECT. IXP. 3-31 07
PHONE (760)-633 2770. TYPIC L CROSS SECTION 500 LBS. PER ACRE 15% SULPHUR APPLIED AT THE FOR TM 99-220 AND THE STANDARDS FOR
PRIVATE STREETS. qT IV1V �� ENCINITAS, CA 92024 sA D N
RATE OF 500 LBS. PER ACRE. F of c p'O TEL: (760) 753-5525 qjF CI V I\, oQa 0 �
(PRIVATE ROAD) Z1Zo%3 OF CAv\E LJ `n
NOT-TO-SCALE 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR "i0 ST N R. CROSBY RCE 41975 DATE:
TI=5.5 MIN. HYDROSEEDING BY: L0 S N DIEGUITO ENGINEERING, INC.
WATER DISTRICT FIRE DISTRICT t
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR SAN DIEGUITO ATER DISTRICT ENCINITAS FIRE PROTECTION
" Z I�
Z BUILT
4407 MANCHESTER, SUITE 105 nder round Service Alert COMBINATION OF �'' Q
ENCINITAS, CA 92024 ° Call: TOLL FREE 1. TRACK WALKING SLOPES STEEPER THAN 6:1 APPROVE , APPROVED: „"�" (�
PHONE: (760) 753-5525
1-800 2. RIPPING AREAS THAT WILL NO BREAK UP USING E Lo
ITEM "A" ABOVE.
422-4133 9/10 If EXP ,3/x//07 r`
CIVIL ENGINEERING • PLANNING BY:___ ______ DATE_ �-_ BY: _ _ DATETiZ_�� 03 RCE: 3�
LAND SURVEYING TWO WORKING DAYS BEFORE YOU DIG S16NA-rvW LAUD FOR Z YEARS Z
DESIGNED BY 1 DRAWN BY CHECKED BY
REMSIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANNING & 8U1UXt4q DEPT. SPA I CKL I SIRIC
APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. S °z
C ANGE OF OWNS t;IP DESCRIPTION: SD. CO. STD. CHIS. SQ. PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROV
D PRIVATE ROAD GRADING PLAN AND LOT GRADING PLAN FOR: w W
AS _ OC. 139,1969 DATE: VZo%3
LOCATION: SANTA FE DRIVE & MACKINON AVE HORIZONTAL N/A APPROVED BV:7� 7 (� O
ON TOP OF MIDDLE OF CR IN SW n n - / 7 O 2 - G
1 _
99 -220 WORK TO BE DONE
PR
R OAD
AND LOT
GRA PLANS FOR TIVI
A. GENERAL GEN NOTES
3. THE CONTRACTOR SWILL CANE 24 HOURS NOTICE ON CALLS
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE FOR INSPECTION. PHONE (760) -633 -2770. ALL WORK ALL WORK
SHALL BE DONE IN ACCORDANCE WiTH THE STANDARD SPECIFICATIONS
PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS PERFORMED WITHOUT BENEFIT OF INSPECTION WiLL BE FOR PUBLIC
WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF SUBJECT TO REJECTION AND REMOVAL ER C 0 N T R 0 L SPECIAL PROVISIONS
TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
THE CITY OF ENCINITAS AND THE SAN DIEGO AREA 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT 24 HRS B. CONDITIONING THE SOILS
SO THAT iT IS SUITABLE FOR CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE),
SA EGO AREA OVAL AR
N I A i AN DRAWINGS LATEST EDITION
REGIONAL STANDARD DRAWINGS. ANY CHANGES OR C GRADING SAMUEL KARP AT 858
PLANTING BY: : AND THE D REGIONAL STANDARD D .
( )
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A ( ) 756 -2000 1. ADJUSTING
THE SURFACE SOIL MOISTURE TO
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. QUALIFIED SONS ENGINEER OR UNDER HIS DIRECTION. HE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK
SHALL PROVIDE A DAMP BUT NOT SATURATED SEED BED.
BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY
2. THE SOILS REPORT TITLED "cEOTE CFINICAL INSPECTION PROPOSED SHALL INSPECT AND �� � EXCAVATION, �°� SEASON. ALL NECESSARY MATERIALS SHALL
BE STOCKPILED 2. THE ADDITION OF SOIL AMENDMENTS, PH IMPROVEMENTS STD . D W G S . SYMBOLS Q U A N T I T I E S
AND COMPACTION OF FILLS AND EACKFlLIS AND 1
RESIDENTIAL SUBDIVISION SiTE ENCINITAS, CA. PREPARED BY COMPACTION SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID ADJUSTMENT,
LEACHING OR COVERING SALINE SOILS ON O TRENCHES. HE SHALL SUBMIT SOILS PROPERTY LINE - - -
I
SOIL TESTERS DATED OCTOBER 25, 2002 SHALL BE aDWSiDERED REPORTS AS THE OF TEMPORARY DEVICES WHEN RAI N S IMMINENT. TO PROVIDE VIABLE
CONDITIONS FOR GROWTH.
AS A PART OF THIS GRADING PLAN. ALL GRADING SFWl BE DONE IN SUITABILITY Y OF ANY FILL MATERIAL. UPON COMPLETION OF 3. DEVICES SHOWN ON PLANS
SWILL NOT BE MOVED OR 5. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A CENTERUNE
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS MODIFIED WITHOUT APPROVAL OF THE ENGINEERING
INSPECTOR. VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY
GAINED IN SAID REPORT. AND TESTS WERE MADE BY HiM OR UNDER HIS SUPERVISION LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE
EXISTING CONTOURS
AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS 4. THE CONTRACTOR SWILL RESTORE ALL EROSION CONTROL PERMANENT LANDSCAPING,
UNTiL THE PROJECT IS COMPLETED
WERE J
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL y CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING DEVICES TO WORKING ORDER TO THE
SATISFACTION OF THE PROPOSED CONTOURS 60
OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE CiTY ENGINEER AFTER EACH RUN -OFF
PRODUCING RAINFALL AND ALL SECURITY RELEASED.
NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. FOR THEIR INTENDED USE AC STRUCTURAL SECTION 8,911
SF
SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE 5. THE CONTRACTOR SFWl INSTALL ADDITIONAL EROSION
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED CONTROL MEASURES AS MAY BE REQUIRED BY
THE O
SURFACES TO PROVIDE Posnm DRAINAGE AND PREVENT ENGINEER DUE TO UNCOMPLETED GRADING OPERATIO OR OWNERS CERTIFICATE s" TYPE
G CURB do GUTTER c - 2 382 LF
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF- PONDING OF WATER. HE SHALL CONTROL SURFACE WATER UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE.
AREAS WHEN IMPOUNDED
SiTE GRADING. AND AVOID DAMAGE M ADJOINING PROPERTIES OR TO I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
6" TYPE G CURB G -1 252 LF
FINISHED WORK ON THE SiTE AND SHALL TAKE REMEDIAL 6. THE CONTRACTOR SHALL RESPONSIBLE AND SHALL TAKE HAS BEEN OR WILL BE RETAINED
TO SUPERVISE OVER ALL GRADING ACTIVITY
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS MEASURES TO PREVENT EROSION OF FRESHLY GRADED NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS
ONTO WATERS CREATE A HAZARDOUS CONDITION. AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. EXISTING SEWER LINE
REQUIRED TO PROTECT ADJACENT PROPERTIES DURING AREAS UNTIL SUCH TiME AS PERMANENT DRAINAGE AM AREAS WATER LINE
GRADING OPERATIONS. ANYTHING DAMAGED OR EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE
� - ��v C2 '� � � � �
DESTROYED SHALL BE REPLACED OR REPAIRED TO APPROVED GRADING PLAN SHALL PE INCORPORATED HEREON. SIGNATUR DATE:
E �►-� -� EXISTING GAS UNE
CONDITION EXISTING PRIOR TO GRADING. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO PE FILLED EVELYN HAULDREN, EXE cwrog
AND FILL SHALL BE PLACED IN ACCORDANCE WITH 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FILL
SLOPE (2:1 MAX)
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND FROM THE FACE OF SLOPE AT THE CONCLUSION
OF EACH WORK DAY. OWNER: THE HEIRS OR DEVISEES OF MILDRED L RUSCH DECEASED, SUBJECT TO
MONUMENT OR BENCH MARK WHICH IS DISTURBED OR OBJECTIONABLE MATERIAL SHALL PE REMOVED BY THE THE ADMINISTRATION OF THE ESTATE OF
SAID DECEDENT; CUT SLOPE (2:1 MAX)
DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS 9. ALL REMOVABLE PROTECTIVE DEVICES
SHOWN SHALL BE IN EVELYN HAULDREN BEING DULY APPOINTED AND QUALIFIED EXECUTOR,
REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL PE PLACE AT THE END OF EACH WORKING DAY
WHEN THE FIV SAN DIEGO COUNTY SUPERIOR COURT CASE N0. PN 23488 CUT /FILL LINE
REMOVED TO SUITABLE FiRM NATURAL GROUND. THE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND EXPOSED SOiLS SHALL BE SCARIFIED TO A DEPTH OF 6" AND PERCENT (40x). SILT AND OTHER DEBRIS SHALL
PE DAYLIGHT LINE - - - - -
MAINTAIN ALL SAFETY DEViCCES, INCLUDING SHORING, AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. R SHALL REMOVED AFTER EACH RAINFALL
ADDRESS: C/O GREG MURRELL
SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL., BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, 655 SECOND ST. EARTH
SWALE � -' -'
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE 10. SHOULD GERMINATION OF SLOPES FAIL TO
ENCINITAS, CA. 92024
LAWS AND REGULATIONS. WITH SPECIFICATIONS. PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% PHONE: (760)753 -6327 PROPOSED
RE TAJNING
NPE 3 Go�e -44 KS -DECORA
2 3 _ 155 SFt
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HINT COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SWILL BE 4. CUT AND FILL SLOPES SHALL
BE CUT AND TRIMMED TO STABIUZED WiTH PUNCHED STRAW INSTALLED IN STREET NAME SIGN + 1 EA
(1/2) MICE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL FINISHED GRADE TO PRODUCE SMOOTH SURFACES AND ACCORDANCE WITH SECTION 35.023 OF THE EROSION
AND IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE
NOT BE CONDUCTED BETWEEN THE HOURS OF 5 :30 PM AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS SEDIMENT CONTROL HANDBOOK OF THE STATE
OF NO- PARKING 'FIRE LANE" SIGN h 2 EA
7:30 AM NOR ON SATURDAYS, SUNDAYS AND CITY AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND CALIFORNIA DEPARTMENT OF CONSERVATION. PLANS.
RECOGNIZED HOLIDAYS. TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AM GRAVEL BAGS coOOO 1,532 EA
AND ORDERLY CONDITION. ALL STONES, IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
9. NO GRADING OPERATIONS SFIALL COMMENCE UNTIL A PRE- LEFT IN A NEAT ROOTS AND OTHER WASTE MATTER EXPO HYDROSEED REGISTERED CML
ENGINEER MAKE SUCH CHANGES, ALTERATIONS, OR HYDROSEED 4,760 SF
GRADING MEETING HAS BEEN HELD I NSiEE OR, THE EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE ADDITIONS TO THESE PLANS WHICH THE
DIRECTOR OF ENGINEERING
FOLLOWING PEOPLE PRESENT: GRADING INSPECTOR, CML TO BECOME LOOSENED SWILL BE REMOVED AND DISPOSED 1• HY A SHALL BE APPLIED TO ALL SLOPES
DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER 1 WATER SERVICE SDWD P -2 W 5 EA
ENGINEER, SOTS ENGINEER, GRADING CONTRACTOR AND THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL)
PERMITTEE. THE PRE -GRADE MEETING SHALL BE OF THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN OR STEEPER WHEN THEY ARE: COMPLETION
OF THE IMPROVEMENTS.
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE ACCORDANCE WITH THE GRADING ORDINANCE GRASS LINED SWALE
BY CALLING (760 )633 -2770. A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. i FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS
SHOWN
5. ALL TREES, BRUSH, GRASS, AND OTHER ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60
MATERIAL SHALL BE COLLECTED, PIED OR OTHERWISE
10. PRIOR TO PROPOSED C DIRT ONSTRUC CONSTRUCTION MATERIALS TO TION SITE WITHIN THIS PROJECT DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO B
SLOPE S OR RE
UBJIECT H O EROSION DUE TO THE PURSE SUCH O IS
ACTIVELY O CONSTRUCT ON EVERY NORMAL WORKING PERMIT D DAY ANY PROPOPOSED C UNT IL EARTHWORK QUANTITIES: LEGAL
DESCRIPTION
C LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A MEAT
THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL APPEARANCE UNSIGHTLY DEBRIS. EROSION RESISTANCE CHARACTER OF THE MATERIAL COMPLETED,
IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK CUT = 400 CY APN# 260 - 084 -10 do 11
FROM THE CiTY ENGINEER FOR THE PROPOSED HAUL ROUTE AND FINISHED APPEARANCE E FREE FROM ROM UNSIG LY SECURED AS APPROVED BY THE CITY ENGINEER,
ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. FILL = 100 CY
APPROVAL OF
THE DEVELOPER SHALL COMPLY WiTH ALL CONDITIONS AND FROM THE SOILS LOC ATION ENGI DEBRIS IS FILL SHALL
PRIOR TO EXPORT = 300 CY
REQUIREMENTS THE CiTY ENGINEER MAY IMPOSE WiTH 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF
REGARDS TO THE HAULING OPERATION. THE DISPOSAL OF ANY SUCH MATERIAL THE SOIL AT OPTIMUM LEVEL FOR GROWTH OF THE �� ;
HYDROSEEDED GROWTH. SIGNATUR EVE LYN HAULDREN EXECUTOR Y� v►ax ATE : �' 3 QUANTITIES NOTE
11. UPON FINAL I OF THE WORK UNDER THE NO PARKING FIRE LANE NOTE I THE QUANTITIES ABOVE ARE ESTiMATEO
FOR BONDING AND PERMIT PURPOSES ONLY.
GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL OWNER: THE HEIRS OR DEVISEES OF MILDRED L RUSCH DECEASED, SUBJECT TO
CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES AS A PART OF HIS BID.
AND /OR FINAL RELEASE OF SECURITY, AN AS GRADED "NO PARKING FIRE LANE" SIGNS SHALL BE POSTED ON 3. HYDROSEEDING MIX SHALL CONSIST OF ALL
THE FOLLOWING: THE ADMINISTRATION OF THE ESTATE OF SAiD DECEDENT; SITE
CERTIFICATION SHALL BE PROVIDED STATING: ALL FIRE ACCESS ROADS LESS THAN 40 FEET IN EVELYN HAULDREN BEING DULY APPOINTED AND QUALIFIED
EXECUTOR E N V I R 0 N M E N TA L DATA
"THE GRADING UNDER PERMIT NO. 7702 -G HAS BEEN WIDTH. ACCESS ROADS LESS THAN 32 FEET IN WIDTH 1. SEED MIX SHAD. CONSIST OF NO LESS
THAN:
PERFORMED IN SUBSTANTIAL CONFORMANCE WITH SHALL BE POSTED ON BOTH SIDES AND ACCESS ROADS A SAN DIEGO COUNTY SUPERIOR COURT CASE
N0. PN 23488
A. 20 LBS. PER ACRE OF ROSE CLOVER STEEPEST EXISTING NATURAL SLOPE ON -SITE 20 76 �
THE APPROVED GRADING PLAN OR AS SHOWN ON THE MORE THAN 32 FEET BUT LESS THAN 40 FEET IN B. 20 LBS PER ACRE OF ZORRO FESCUE MAX
IMUM VERTICAL DEPTH OF CUT = 6 FT.
ATTACHED AS- GRADED PLAN ". WIDTH SHALL BE POSTED ON ONE SIDE ONLY. SIGNS L PE C. . C 3 LBS PER ACRE OF E SCHOOL
CIA CALIFORNIA ADDRESS: C/O GREG MURRELL MAXIMUM VERTICAL DEPTH OF FILL = 6 FT.
THIS STATEMENT SHALL. FOLLOWED BY THE DATE AND SHALL BE SPACED A MAXIMUM OF 250 FEET ON 655 SECOND ST.
/
SIGNATURE OF THE CML ENGINEER WHO CERTIFIES CERTIFIES D. 4 LBS. PER ACRE OF ACHiLLEA MILLEFOLIA
ES SUCH CENTER. WHEN SIGNS ARE REQUIRED ON BOTH SIDES ENCINITAS, A. 92024 AVERAGE DEPTHS: (A) CUT = 400
X 27 27,000 - 0.4
GRADING OPERATION. THEY SHALL BE STAGGERED SO THAT THERE IS ONE E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW)
;
(B) FILL = 100 X 27 20,000 = 0.13
(1) SIGN A MAXIMUM OF 125 FEET ON ALTERNATING F. 1/2 LB PER ACRE OF DIMORPHOL ECA PHONE: (760)753 -6327 /
Sy s o
B NOTIFICATIONS SIDES OF THE ACCESS ROAD(S). SIGNS SHALL BE G. ITEMS C, D, E, AND F OF THIS SUBSECTION
PLAINLY VISIBLE FROM ANY LOCATION ON AN ACCESS MAY B E OMITTED ON LOCATIONS WHERE THE AREA
z
ROAD(S). SIGNS SHALL BE PER ENCINITAS FIRE BEING HYDROSEED IS NOT VISIBLE FOR EITHER SOILS ENGINEER'S CERTIFICATE DECLARATION
O F RESPONSIBLE CHARGE
ED G
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTiLITY DEPARTMENT STANDARDS. A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE H. REM A OF THIS SUBSECTION MUST BE INOCULATED I HEREBY DECLARE
THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT.
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE I, K U x' 6 0 . 1 0JAN A REGISTERED CML ENGINEER IN THE STATE OF
THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
PEST OF OUR KNOWLEDGE THERE ARE NO EXISTING NOTE NTH A NITROGEN FIXING BACTERIA AND APPLIED DRY CALIFORNIA, PRINCIPALLY DOING BUSINESS
IN THE FIELD OF APPLIED PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS o
UTILITIES EXCEPT AS SHOWN ON THESE PLC HOWEVER. AUTOMATIC FIRE SPRINKLERS ARE REQUIRED FOR EACH DRILLING OR BROADCASTING BEFORE SOILS
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE CODE, AND THAT THE DESIGN IS CONSISTENT WiTH CURRENT STANDARDS. V
THE CONTRACTOR IS REQUIRED TO TAKE DUE HYDROSEEDING. SOILS CONDITIONS PREVALENT WITHIN THIS SiTE WAS MADE BY ME OR
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING DWELLING UNIT. z
UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. R I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE UNDER MY DIRECTION BETWEEN
THE DATES AND I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
JOBSiTE IN UNOPENED CONTAINERS WiTH THE CALIFORNIA ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY BY THE
CiTY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES
IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE WITH MY RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF NOT RELIEVE
ME AS ENGINEER OF WORK, OF MY ESPONSIBILMES FOR
FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES w 26' DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION THE CITY ENGINEER. FURTHERMORE,
I HAVE REVIEWED THESE GRADING PLANS PROJECT DESIGN
PRIOR TO ANY EXCAVATION, FOR VERIFICATION MID Z Z TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. AND CERTIFY THAT THE RECOMMENDATIONS
INCLUDED IN THE SOILS REPORT VICINITY MAP
LOCATION ��� AM NOTIFICATION _j J SAN DIEGUiTO ENGINEERING, INC. z
1 24 PAVED WIDTH FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AN NOT TO SCALE
_
COMMENCEMENT OF WORK: � 3 J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO SPECIFICATION - FESSION 4407
MANCHESTER AVENUE, SUITE 105 S EN R. CROSBY RCE 41975
�� q �F ENCINITAS, CALIFORNIA 92024
A. SEWER - CARDIFF SANITATION DISTRICT a TYPE G -1 CURB THE HYDROSEED SLURRY AT THE DISCRETION OF THE Q���o� ` c
PHONE: (760)753 -5525 W
B. GAS & 2 780
ELECTRiC - SAN DIEGO GAS & ELECTRIC AC STRUCTURAL ,. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS SIGNED: ALLIED EARTH
ZEC+iNOLOGIES. C C , 246 13 p Z�Ze�O.� W
1 - 800 - 422 -4133 a - 6 P.O. BOX 1932 W W 1 1 15 DATE z
SECTION, 3 AC THAN 2000 L13S PER ACRE. TYPE 6 MULCH STRAW 4 13 d ExP
C. WATER -SAN DiEGUtTO WATER DISTRICT " 6 R.C.E. NO.. 7 6 EL GAJON, CA 92022
ON 6 CL II MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY
c'q'`
(760)- 633 -2650 BASE MIN. CD
D. TELEPHONE - PACIFIC BELL TELEPHONE 276 APPLIED FIBER MATERIAL WHEN STIZAWI USED PUNCHING G IZ 3 � 05 (619) 447
-4747 �
EXP. DATE: FILE NO. 02- 1167 -D2 sr,� Q ROfESSI Z
D. TEL 422 -4133 ..; E , BE ANCHORED TO THE SLOPE BY MECHANICALLY U f OF C �Q� N R. Cf!
�OfESS /q�+Tl W
E CABLE TV _ TM CABLEVISION - NO LESS THAN 50% OF THE STRAW INTO THE SOIL y � °
R.
_ �� � °�� ' PREPARED BY: ; ��,� s�'
(760) -436 2693 PRIVATE ROAD CERTIFICATION W y p
6 " TYPE G2 CURB do GUTTER 3. FERTiUZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS
AS SHOWN ON THIS PLAN NO. 41975 SAN DIEGUITO ENGINEERING, INC. 41975
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE (COLORED CONCRETE) 16 -20 -0, WiTH 15% SULPHUR APPLIED AT THE RATE OF SATISFIES
THE REQUIREMENTS AS STATED IN THE FINAL NOTICE OF APPROVAL , EXP. 3-31 -* � 4407 MANCHESTER AVENUE, SUITE 105
Fom c.a jc. C.OLAF SET. SAM Z i 3.
48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. 500 LBS. PER ACRE 1576 SULPHUR APPLIED AT THE FOR TM 9 -220 AND THE STANDARDS
FOR PRIVATE STREETS. � + CI V I� ��� ENCINITAS, CA 92024 J f EXP' 3 -31-t� `
PHONE (760 - 633 -2770• TY P I C x L CROSS SECTION f of ` �� o TEL: (760) 753-5525 +,�, c i
C I opt 0 Lo
RATE OF 50O LBS. PER ACRE. Zi4o /o3 C A t7F C A` �E W LCD
(PRIVATE ROAD)
Y _11
CROSBY RCE 41975 DATE: Q '
NOT -TO -SCALE 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO M
Ti =5.5 MIN WDROSEEDIN BY: WATER DISTRICT FIRE DISTRICT In
SAN DIEGUITO ENGINEERING, INC.
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR SAN DIEGUITO O PATER DISTRICT ENCINITAS FIRE PROTECTION
"AS B U I LT Z rll*.
4407 MANCHESTER SUITE 105 nder round Service Alert COMBINATION OF : Q
ENCINITAS, CA 92024
APPROVE APPROVED: V) o o-~
PHONE: (760) 753 -5525 Call: TOLL FREE 2, RI
PPING P NG WALKING EAS THAT LOPE E BE UP USING BY:
BATE
1 -800 " " � w
e R 422 -4133 ITEM A ABA BY: DAV-44 ` BY: DA RC EXP: �
CML ENGINEERING
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