1997-5333 G (Plans) T
WORK TO BE DONE
A. GENERAL C. NOTIFICATIONS E. LANDSCAPING BE ALL 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. THE
EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND 1 PLANS D BY THE C ENGNEER. SHALL ORM 0 T p WORK I O DE DONE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE CITY OF ENCINITAS
GRADING ORDINANCE AND ALL ADOPTED
DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO LANDSCAPE AND IRRIGATION
STANDARDS. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: FOR
PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD
OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 2. FINISHED GRADING
AND PLANTING SHALL BE ACCOMPLISHED ON ALL SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
PRIOR TO ANY REQUEST FOR INSPECTION. TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON
COMPLETION OF CONJTUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE),
2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ANY SLOPES GRADED
BETWEEN OCTOBER 1 AND APRIL 15. AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION).
CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS `-
WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF F. EROSION CONTROL
FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: LE
GEND
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
PLANS. A. SEWER - CARDIFF SANITATION DISTRICT - 1 -800- 422 -4133 BRAD THORNt3URG (619) 756 -6873
3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE B. GAS do ELECTRIC - SAN DIEGO GAS & ELECTRIC 1- 800 - 422 -4133 2. EQUIPMENT AND
WORKERS FOR EMERGENCY WORK SHALL BE MADE ITEM RSD SYMBOL UANTITY
GRADING. AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO C. WATER - OLNENHAIN MUNICIPAL WATER DISTRICT - NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT PROPERTY LINE - -
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. (760) 753 -6466 LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED DEVICES WHEN RAIN IS EMINENT.
TO CONDITION EXISTING PRIOR TO GRADING. D. TELEPHONE - PACIFIC BELL TELEPHONE - 1 -800- 422 -4133 f . --- -fig --
----'
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT EXISTING CONTOURS
5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH APPROVAL OF THE ENGINEERING INSPECTOR.
E. CABLE TV - TM CABLEVISION - (619)436 -2693 g4
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED 75
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
SURVEYOR. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER
PROPOSED SPOT ELEVATION
PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE EACH RUN -OFF PRODUCING RAINFALL_
6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL (760) 633 -2770. CUT SLOPE (2:1)
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR MEASURES AS MAY BE REQUIRED
BY THE CITY ENGINEER DUE TO FILL SLOPE (2;1)
HEALTH STANDARDS, LAWS AND REGULATIONS. INSPECTION. PHONE (760) 633 -2770. ALL WORK PERFORMED WITHOUT UNCOMPLETED GRADING OPERATION OR UNFORESEEN
CIRCUMSTANCES IF
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND WHICH MAY ARISE. AC DIKE -TYPE E G -5 575
LF
7. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF REMOVAL.
/., • ; : i
9
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY AC
PAVING /� 150 SF
BETWEEN THE HOURS OF 5:30 PM AND 7:30 AM NOR ON SATURDAYS, D. GRADING PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN AC
6" AB, TI =4.5 ";�;;;' /`ii�%
SUNDAYS AND CITY RECOGNIZED HOLIDAYS. IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
/ ''
8 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED
. NO GRADING OPERATIONS SHALL COMMENCE UNTIL APRE- GRADING
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND 7. ALL EROSION CONTROL
MEASURES PROVIDED PER THE APPROVED PCC PAVING b 2,400 SF
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, TEST THE EXCAVATION, PLACEMENT AND COMPACTION OF FILLS AND GRADING PLAN SHALL BE INCORPORATED
HEREON. 5 -1/2" PCC °
BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS
GRADING CONTRACTOR AND PERMITTEE. THE PRE -GRADE MEETING REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY S. GRADED AREAS AROUND THE
PROJECT PERIMETER MUST DRAIN AWAY 360LFQ
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE FROM THE FACE OF SLOPE AT
THE CONCLUSION OF EACH WORK DAY. TYPE "B" DRAINAGE SWALE D -75 _ml� an* =0 mo •.O SW LF
ADVANCE BY CALLING (760) 633 -2770. SHALL STATE THAT INSPECTIONS AND TESTS WERE MADE BY HIM OR
9. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL 9. ALL REMOVABLE PROTECTIVE DEVICES
SHOWN SHALL BE IN PLACE AT RIP RAP D -40 5.0 EA
\ PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE THE END OF EACH WORKING
DAY WHEN THE FIVE (5) DAY RAIN
WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND PROBABILITY FORECAST EXCEEDS FORTY PERCENT 40 %). SILT AND
PROVIDED STATING:
RELEASE OF SECURITY, AN AS GRADED CERTIFICATION SHALL BE EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. OTHER DEBRIS SHALL BE REMOVED
AFTER EACH RAINFALL. AC DOWNDRAIN D -22 2 EA
"THE GRADING UNDER PERMIT No. 5333 -G HAS BEEN PERFORMED 2, THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO 10. SHOULD GERMINATION
OF HYDROSEEDED SLOPES FAIL TO PROVIDE GRAVEL BAGS 100 EA
IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE EFFECTIVE COVERAGE OF
GRADED SLOPES (90% COVERAGE) PRIOR TO
OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING NOVEMBER 15, THE SLOPES SHALL
BE STABILIZED WITH PUNCHED
THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE STRAW INSTALLED IN ACCORDANCE
WITH SECTION 35.023 OF THE RETAINING WALL 90 LF
OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS EROSION AND SEDIMENT
CONTROL HANDBOOK OF THE STATE OF
10. SLOPE RATIOS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL CALIFORNIA DEPARTMENT OF CONSERVATION.
CUT -- 2:1 FOR ALL SLOPES MEASURES HAVE BEEN INSTALLED.
FILL -- 2:1 FOR ALL SLOPES DECLARATION OF RESPONSIBLE CHARGE
SLOPES DEVIATING FROM THE ABOVE WILL REQUIRE APPROVAL OF 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND
THE DIRECTOR OF ENGINEERING AFTER REVIEW OF A REPORT FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD I HEREBY DECLARE THAT I AM THE ENGINEER
OF WORK FOR THIS PROJECT.
FROM A SOILS ENGINEER. SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN
OF THE
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
EXCAVATION: 1,900 +/- CY* FILL: 1,900 +/- CY* UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL CODE, AND THAT THE
DESIGN IS CONSISTENT WITH CURRENT STANDARDS. Lr
SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE cs
WASTE: 700 +/- CY* A SEPARATE PERMIT MUST BE OBTAINrD FOR EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN I UNDERSTAND THAT THE
CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS Lr
IMPORT: 700 +/- CY* WASTE OR IMPORT AREAS. COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE BY THE CITY OF ENCINITAS IS CONFINED TO
A REVIEW ONLY AND DOES Lr
CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND NOT RELIEVE ME AS ENGINEER OF WORK OF MY RESPONSIBILITIES FOR
SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL RESOURCES ARE COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. PROJECT DESIGN.
DISCOVERED ON THE SITE OF THIS GRADING DURING GRADING
OPERATIONS, SUCH OPERATIONS WILL CEASE IMMEDIATELY, AND THE 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISHED
tr
PERMITTEE WILL NOTIFY THE DIRECTOR OF ENGINEERING OF THE GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. SAN DIEGUITO ENGINEERING,
INC.
DISCOVERY. GRADING OPERATIONS WILL NOT RECOMMENCE UNTIL THE THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, 4407 MANCHESTER AVENUE,
SUITE 105 BA Y L. MUNSON RCE 40980 IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE
PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE DIRECTOR OF PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND ENCINITAS, CALIFORNIA 92024
PLANS.
ENGINEERING TO DO SO. LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND PHONE: (760) 753 -5525
* EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES Z -S-9 S
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
ONLY. (CALCULATED ON A THEORETICAL BASIS - ACTUAL QUANTITIES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DATE REGISTERED
CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS, OR
MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS.) DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED ADDITIONS TO THESE
PLANS WHICH THE DIRECTOR OF ENGINEERING
IN ACCORDANCE WITH THE GRADING ORDINANCE. SOILS ENGINEER'S CERTIFICATE DETERMINES ARE NECESSARY AND DESIRABLE FOR THE
PROPER
11. THE SOILS REPORT TITLED PRELIMINARY SOILS INVESTIGATION FOR COMPLETION OF THE IMPROVEMENTS.
PROPOSED SINGLE FAMILY DWELLING, PREPARED BY NORTH COUNTY 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL ���� ��6<�
COMPACTION ENGINEERING, INC, DATED FEBRUARY 19, 1997, SHALL BE SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE I, A REGISTERED CIVIL
ENGINEER IN THE STATE OF I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE CALIFORNIA,
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60
IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM SOILS MECHANICS, HEREBY CERTIFY
THAT A SAMPLING AND STUDY OF THE DAYS AFTER THE ISSUANCE OF THE CONSTRUCTION PERMIT AND TO
CONTAINED IN SAID REPORT. UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE
BY ME OR PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL
BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO UNDER MY DIRECTION BETWEEN THE DATES FESigi9p7 AND FE9i9,i997. COMPLETED,
IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK
ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY,
B. ENVIRONMENTAL THE DISPOSAL OF ANY SUCH MATERIAL. ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL
1. STEEPEST EXISTING SLOPE = 50% 2:1 6. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED
TO THE OFFICE OF SIT
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING OWNER'S
CERTIFICATE
2. MAXIMUM VERTICAL DEPTHS: (A) CUT 4 FT., (B) FILL = 12 FT. SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER PLANS AND CERTIFY
THAT THE RECOMMENDATIONS INCLUDED IN THE
3. AVERAGE DEPTHS: (A) CUT = 2.0 FT., (B) FILL = 3.1 FT. FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH SOILS REPORT FOR
THIS PROJECT HAVE BEEN INCORPORATED IN THE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE GRADING PLANS AND SPECIFICATI HAS BEEN OR WILL BE RETAINED TO
SUPERVISE OVER ALL GRADING ACTIVITY
CUT = (1,200 * 27)/16,200 = 2.0' WITH REGARDS TO THE HAULING OPERATION. AND ADVISE ON THE COMPACTION AND STABILITY
OF THE SITE. MCN
FILL = (1,200 * 27)/10,500 = 3.1' OGEq �P
SIGNED:
C F
':.'Q m i
i
RCE NO.: / .� 93 *� � ,__
oc SIGNATURE DATE: 4- T -q$
EXP. DATE: 9 - Jo o /� BUMANN
� ROAD
OWNER: BRAD THORNBURG14 v
(PRIVATE ROAD CERTIFICATION) w P. 0. BOX 239005 -190 •p , yNCH � . OLIVENHAIN, CA 92024 Cy0
2 0 r�+
I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS PHONE: (619) 756 -6873 'A O
OLNENHAIN MUNICIPAL WATER DISTRICT AS SHOWN ON THIS PLAN SATISFIES THE 090
REQUIREMENTS AS STATED IN THE FINAL NOTICE OF APPROVAL
FOR--- _ NLA ____ AND THE STANDARDS
FOR PRIVATE STREETS.
Q V OfESS/ EC ,. Q �/ pF
L MUo�i CAMINp DEL NOS v �;'J�� S AN 01 Gp
SAN DIEGUITO ENGINEERING, INC. NAM �� ' S. DATE' W m y o
ENCINITAS FIRE PROTECTION "AS BU I LT" R.C.E. DATE Z -5-98 N O. AI M
4407 MANCHESTER, SUITE 105 J , f EXP. 3 -31 -99 r
ENCINITAS CA 92024 f c 1 v 1 VICINITY MAP
PHONE: (760) 753 -5525 BY: REVI ED FOR CONFORMANCE W H PRIVATE STREETS STANDARDS: F OF aol
DATE: NOT -TO- SCALE
CIVIL ENGINEERING • PLANNING RC EXP: BY - 23-t�8 (1995 THOMAS BRO. PAGE NO. 1148, C -5)
LAND SURVEYING DATE: CITY ENGINEER, R.C.E. DATE
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMIMITY DEVELOPMEtIi DEPARIIIENT APPROVALS CITY OF
ENCINITAS ENGINEERING DEPARTMENT DRAWING NO..
V/ E QOANnves 1-1 DESCRIPTION: COUNTY BENCH MARK NO PLANS PREPARED UNDER THE SUPERVISION OF RECOMM ND D APP VE[ GRADING
PLANS FOR SINGLE FAMILY RESIDENCE
LO CATI 00 CHIC. SW COR . E L TOP OF HEADWALL TOP
DEL HORIZONTAL N A ^ ( DATE: Z • 5 -9 5 BY: L. BY: I � E 1 2 OF NE 1 4 OF NW
1 4 OF SW 1 4 OF NW 1 4 5 3 3 3G
LOON: . L / I�
NORTE & RANCHO SANTA FE RD. R.C.E. NO. : 40980 DATE. K-Z�99 DATE: 4 -1.1 OF SEC 9. T1 3S. R3W.
SBM - - --
RECORD FROM: Co.S.D. VERTICAL CNTRL 0 .� Z -l9 -�c APN 264- 101 -40
ELEV: 119.476 DATUM: USC & GS VERTICAL N/ NAME: DATE: L MUNSON EXP 3/31/99 WORK PROJECT NO. SHEET
1 OF 2
4224- GPI.DWG, SCALE: 1 "40', DATE: 12 -16 -97
FILE N0. 4318
WORK TO BE DONE
A. GENERAL C. NOTIFICATIONS E. LANDSCAPING
1. ALL SLOPES SHALL BE PLANTED AND IRRIGANTED IN ACCORDANCE WITH
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND PLANS APPROVED BY
THE CITY ENGINEER. PLANS SHALL CONFORM TO
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE CITY OF ENCINITAS
GRADING ORDINANCE AND ALL ADOPTED WORK TO BE DONE
DESIGN CONSTRUCTION STANDARDS S TANDARD DRAWINGS. THE CITY OF ENCINITAS AND AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO LANDSCAPE
AND IRRIGATION STANDARDS. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS d
ANY CHANGES EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER:
THE SAN DIEGO AREA REGIONAL STAND
OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION),
THE SAN DIEGO STANDARD
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 2. FINISHED GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL
SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS v
PRIOR TO ANY REQUEST FOR INSPECTION. TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY
UPON COMPLETION OF CONSTUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), N
2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, THE WORK SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO ANY SLOPES GRADED
BETWEEN OCTOBER 1 AND APRIL 15. AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION).
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES
WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF F. EROSION CONTROL
_ LEGEN
FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
PLANS. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
A. SEWER - CARDIFF SANITATION DISTRICT - 1 -800- 422 -4133 BRAD THORNBURG (s1s) 75s -6873
3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE
GRADING. B. GAS do ELECTRIC - SAN DIEGO GAS do ELECTRIC 1- 800 - 422 -4133 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE
MADE ITEM RSD SYMBOL QUANTI
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO C. WATER - OLNENHAIN MUNICIPAL WATER DISTRICT - NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT PROPERTY LINE
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. (760) 753 -6466 LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED D. TELEPHONE - PACIFIC BELL TELEPHONE - 1 -800- 422 -4133 DEVICES WHEN RAIN IS
EMINENT.
TO CONDITION EXISTING PRIOR TO GRADING.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT EXISTING CONTOURS -58
5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH CABLE TV CABLEVISION - (619)436-2693 APPROVAL OF THE ENGINEERING INSPECTOR.
E. - TM
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
54`
SURVEYOR. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER
PROPOSED SPOT ELEVATION
PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE EACH RUN -OFF PRODUCING RAINFALL
6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL (760) 633 -2770. CUT SLOPE (2:1) - �
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO FILL SLOPE (2:1)
INSPECTION. PHONE 760 633 -2770. ALL WORK PERFORMED WITHOUT UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
HEALTH STANDARDS, LAWS AND REGULATIONS. BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND WHICH MAY ARISE. AC DIKE
-TYPE E G -5 575 LF
7. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF REMOVAL.
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY AC
PAVING
BETWEEN THE HOURS OF 5:30 PM AND 7:30 AM NOR ON SATURDAYS, D. GRADING PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS �j
9,150 SF
WHEN 3" AC / 6" AB, TI =4.5 % %i;" % %%
SUNDAYS AND CITY RECOGNIZED HOLIDAYS. IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL APRE- GRADING 1 • ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND 7. ALL EROSION CONTROL
MEASURES PROVIDED PER THE APPROVED PCC PAVING Po 2,400 SF
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, TEST THE EXCAVATION, PLACEMENT AND COMPACTION OF FILLS AND GRADING PLAN SHALL BE INCORPORATED
HEREON. 5 -1/2" PCC
GRADING CONTRACTOR AND PERMITTEE. THE PRE -GRADE MEETING BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS
� _
REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY
360 LF
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE FROM THE FACE OF SLOPE AT
THE CONCLUSION OF EACH WORK DAY. TYPE "B" DRAINAGE SWALE D - 75 -3Q9 LF
ADVANCE BY CALLING (760) 633 -2770. SHALL STATE THAT INSPECTIONS AND TESTS WERE MADE BY HIM OR
9. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL 9. ALL REMOVABLE PROTECTIVE DEVICES
SHOWN SHALL BE IN PLACE AT RIP RAP D -40 5.0 EA
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE THE END OF EACH WORKING
DAY WHEN THE FIVE (5) DAY RAIN
RELEASE OF SECURITY, AN AS GRADED CERTIFICATION SHALL BE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND PROBABILITY FORECAST
EXCEEDS FORTY PERCENT (40%). SILT AND
PROVIDED STATING: EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
AC DOWNDRAIN D -22 �( 2 FA
"THE GRADING UNDER PERMIT No. 5333 -G HAS BEEN PERFORMED 2 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO 10. SHOULD GERMINATION
OF HYDROSEEDED SLOPES FAIL TO PROVIDE
O R AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". ) SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN PROVIDE POSITIVE
DRAINAGE AND PREVENT PONDING OF WATER. HE EFFECTIVE COVERAGE OF GRADED SLOPES 90% COVERAGE PRIOR TO GRAVEL BAGS 100 FA
O SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED
THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE STRAW INSTALLED IN
ACCORDANCE WITH SECTION 35.023 OF THE RETAINING WALL 90 LF
OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS EROSION AND SEDIMENT
CONTROL HANDBOOK OF THE STATE OF
10. SLOPE RATIOS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL CALIFORNIA DEPARTMENT OF CONSERVATION.
CUT -- 2:1 FOR ALL SLOPES MEASURES HAVE BEEN INSTALLED.
FILL -- 2:1 FOR ALL SLOPES DECLARATION OF RESPONSIBLE CHARGE
SLOPES DEVIATING FROM THE ABOVE WILL REQUIRE APPROVAL OF 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND
THE DIRECTOR OF ENGINEERING AFTER REVIEW OF A REPORT FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD I HEREBY DECLARE THAT I AM THE ENGINEER
OF WORK FOR THIS PROJECT.
FROM A SOILS ENGINEER. SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF
THE
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
EXCAVATION: 1,900 +/- CY* FILL: 1,900 +/- CY* UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL CODE, AND THAT THE
DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
+ - CY* A SEPARATE PERMIT MUST BE OBTAINED FOR SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE
WASTE: 700
/ EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
N L�
WASTE OR IMPORT AREAS.
IMPORT: 700 +/- CY* COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY
AND DOES
CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR
L0 I
SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL RESOURCES ARE COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. PROJECT DESIGN.
DISCOVERED ON THE SITE OF THIS GRADING DURING GRADING
OPERATIONS, SUCH OPERATIONS WILL CEASE IMMEDIATELY, AND THE 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISHED
PERMITTEE WILL NOTIFY THE DIRECTOR OF ENGINEERING OF THE GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. SAN DIEGUITO ENGINEERING,
INC. L
DISCOVERY. GRADING OPERATIONS WILL NOT RECOMMENCE UNTIL THE THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, 4407 MANCHESTER AVENUE,
SUITE 105 BA Y L. MUNSON RCE 40980 IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE
PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE DIRECTOR OF PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND ENCINITAS, CALIFORNIA
92024 PLANS.
ENGINEERING TO DO SO. LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND PHONE: (760) 753 -5525
* EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES
ONLY. (CALCULATED ON A THEORETICAL BASIS - ACTUAL QUANTITIES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND IT IS
FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A O
MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS.) DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED DATE REGISTERED CIVIL
ENGINEER MAKE SUCH CHANGES, ALTERATIONS, OR
IN ACCORDANCE WITH THE GRADING ORDINANCE. ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF ENGINEERING
I�
11. THE SOILS REPORT TITLED PRELIMINARY SOILS INVESTIGATION FOR SOILS ENGINEER'S CERTIFICATE DETERMINES ARE NECESSARY AND DESIRABLE
FOR THE PROPER
PROPOSED SINGLE FAMILY DWELLING, PREPARED BY NORTH COUNTY 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL COMPLETION OF
THE IMPROVEMENTS.
COMPACTION ENGINEERING, INC, DATED FEBRUARY 19, 1997, SHALL BE SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE I, �'¢« �,y66L/
A REGISTERED CIVIL ENGINEER IN THE STATE OF
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE CALIFORNIA,
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN z
IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE ON
THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 W CONTAINED IN SAID REPORT. UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS
FILL SHALL SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR DAYS AFTER THE ISSUANCE OF THE CONSTRUCTION PERMIT AND TO O
BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY
UNTIL
THE DISPOSAL OF ANY SUCH MATERIAL. UNDER MY DIRECTION BETWEEN THE DATES FWs A) 1Y307 AND .DEB i9, 1997• COMPLETED, IRRESPECTIVE
AND INDEPENDENT OF ANY OTHER WORK
B. ENVIRONMENTAL ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, ASSOCIATED WITH THIS PROJECT OR UNDER
MY CONTROL.
1. STEEPEST EXISTING SLOPE = 50% 2:1 6. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED
TO THE OFFICE OF
2. MAXIMUM VERTICAL DEPTHS: (A) CUT = 4 FT., (B) FILL = 12 FT. PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER THE CITY ENGINEER.
FURTHERMORE, I HAVE REVIEWED THESE GRADING OWNER'S CERTIFICATE SITE
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE
3. AVERAGE DEPTHS: (A) CUT = 2.0 FT., (B) FILL = 3.1 FT. FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH SOILS REPORT FOR
THIS PROJECT HAVE BEEN INCORPORATED IN THE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
CUT = (1,200 = 2.
* 0' ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE GRADING PLANS AND SPECIFICATI HAS BEEN OR WILL BE RETAINED
TO SUPERVISE OVER ALL GRADING ACTIVITY
FILL = (1,200 * 27)/10,500 = 3.1' WITH REGARDS TO THE HAULING OPERATION. AND ADVISE ON THE COMPACTION AND STABILITY
OF THE SITE. R ICH
r OGEq P
SIGNED:
RCE NO.: / 393 ca T
9 - SD - O /e=� SIGNATURE DATE:
EXP. DATE:
BUMANN �
ROAD
OWNER: BRAD THORNBURGH f
(PRIVATE ROAD CERTIFICATION) ADDRESS: P. 0. BOX 239005 - 190 �?�' q M D( A v
OLIVENHAIN, CA 92024 9 tic W N C 0 o
I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS PHONE: (619) 756 -6873 ti0 o m
OLIVENHAIN MUNICIPAL WATER DISTRICT AS SHOWN ON THIS PLAN SATISFIES THE X0 9 �'Z J A
REQUIREMENTS AS STATED IN THE FINAL NOTICE OF APPROVAL O k
AND THE STANDARDS
FOR PRIVATE STREETS.
°9 �oVOESS /q�� p� _EIVCIN�AS
SAN DIEGUITO ENGINEERING, INC. NAM �� S3. DATE: y L MU �s z `'� EC CgMlHO DEC NORM �� oJ� OF
Sq N oiE�
ENCINITAS FIRE PROTECTION AS BUILT R.C.E. DATE No. 4=
2-
4407 MANCHESTER, SUITE 105 EXP. 3 -31 -99
ENCINITAS, CA 92024 s�ff
PHONE: (780) 753 -5525 Eo��! VICINITY MAP
�r
� DATE: REVIE FOR CONFORMANCE H PRIVATE STREETS STANDARDS: OF CA��
CIVIL ENGINEERING •PLANNING �( '� �2 Z.�a % �� RC EXP: BY :_ 1� � CI NOT -TO -SCALE
LAND SURVEYING DATE: CITY ENGINEER R.C.E. DATE (1995 THOMAS BRO. PAGE N0. 1148, C -5)
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMIAAIT WVELOPMEKT DEPARf1 NT APPROVALS CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. cn BLm DESCRIPTION: COUNTY BENCH MARK NO PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED
APP VE� GRADING PLANS FOR SINGLE FAMILY RESIDENCE
OC 0073- CHIS. SQ IN TOP OF HEADWALL
N 0CAT10N: SW COR. EL CA DEL HORIZONTAL NSA (I,,1 DATE: Z 5 -q $ BY BY. E 1/2 OF NE 1/4 OF
NW 1/4 OF SW 1/4 OF NW 1/4 5 3 3 3G
RECORD do RANCHO SANTA FIE FE R RD. N A f" • 4 -a 15 OF SEC 9, T13S, R3W, SBM
RECORD FROM: Co.S.D. VERTICAL CNTTtL 04" � . Z -19 -r 1` 6 R.G.E. NO.: X80 DATE. L(-2 � 9 S' DATE:
- - --
ELEV: 119.476 DATUM: USC & GS VERTICAL / NAME: DATE: I BARRY L. MUNSON EXP 3/31/99 WORK PROJECT N0. APN
264- 101 -40 SHEET 1 OF 2
4224- GPI.DWG, SCALE: 1 "40', DATE: 12 -18 -97
FILE N0. 4318
., 1/4, SW ,A1 4 OF'NW 1 4 OF NW
OF StC 9, 13S, W, SBIVI
AP 264-1 -18
CONSTRUCTION NOTES: # 57'09"( '
-I'S 89 A
165.10
CONSTRUCT RIP RAP ENERGY DISSIPATOR PER RSD D-40, 1/4 TON ROCK, L = 8'
3' MII`('
W = 6, T = 2.7', FILTER BLANKET 3/4 GRAVEL OVER SAND
CONSTRUCT "TYPE E" AC DIKE AT EDGE OF DRIVEWAY
CONSTRUCT AC DOWNDRAIN PER RSD D-22, W = 2.0'. MASONARY RETAINING WALL TYPE 2 DWG. # C-2 N-
SAN DIEGO REGIONAL STANDARD DRAWING
TIE PCC SWALE INTO DRIVEWAY IN THIS AREA 38()
TIE PCC SWALE INTO DOWNDRAIN IN THIS AREA
X,
CONSTRUCT AC DOWNDRAIN PER RSD D-22, W 6.0' AT 10) ......
A
CURB LINE, 2.0' MIN 3' FROM CURB. DEPTH TO BE 0.5' MIN.
LENGTH = 6', S = 20% MAX '369.2
.f74& 368.0 PCC DRIVE
CONSTRUCT MODIFIED (H 0.5) "TYPE E" AC DIKE AT EDGE OF DRIVEWAY
PROPOSED SEWER AND PRIVATE WATER LATERAL SHOWN FOR INFORMATION 3' MI 4 t� 6
U6.3
PURPOSES ONLY. WATER METER TO BE LOCATED AT BUMANN ROAD.
REMOVE EXISTING AC TO PROPERTY LINE IN THIS AREA.
Aj
f = 368.5 o DEEPE Nb
PE = 367.8 ING
A 366. HP
Z
4--,- DRIVE
/X
. ......... . F F = 36
P E= 366.8
f l l
6 6-3
W 1/2 OF NE 1/4 OF NW 1/4 OF SW 1/4 OF NW 1/4
OF SEC 9, T1 3S, R3W, SBIVI
11 ,
APN 264-101-39
365.9
A
Lj
2
0)
co 365.5
LO
0
360 / � 4
I J' " 9 -e
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PARCEL 1
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APN- -- 264 - 101 -57 - - -- - ------- - 0)
D-75
SWALE -------
uj
LO
---------- ------
Lo
CN
L0
2:1 CUT L0
SLOPE ---------
LO
7 140
EXISTING GRADE MIN
yy
0
EARTHEN BERM
6" HIGH BY 2' WIDE PROPOSED GRADE
%%-0001
M
IN
v x
2:1 FILL SEWER LArEeAl-
SLOPE PER C S -271 LA-i
I ZR DRVWY CD .
1.5' 16 MIN
MIN
SECTION A-A z
6" AC NOT-TO-SCALE
MOUNTABLE EXISTING MI' AND UTILITY -I- EASEMENT
OC No. - 629
4ft
PER 1) 1995-0 Ql -'- --.- , '/-01' X"
BERM
1 Q�-MAR - 0
1995
lZ z
5
------ t- - -' SCALE 1 20' W 7777-
LLJ
------------
------ END AC BERM z
8
EXIST. AC DRIVE
0
N 89'55'18 E F-
7 8" SEWER PW 165.32 D
BEGIN AC CS -2'71
ESS/ LLJ G!
L M11 eA
A
SAN [)IEMrrO ENGINEERING, INC.
SE 1/4 OF NW 1/4 OF SW 1/4 OF NW 1/4 z
AS B "
4407 MANCHESTER, SWE 105 OF SEC 9, T1 3S, R3W, SBM EV. 3-31-99 <
EMINMAS, CA 92024
APN 264-101-22 f c V)
PHONE: (760) 753-5525 BY: Ivi
DATE: OF CA
CIVIL ENGINEERING 9 PLANN r.
ING iRa. EXP:
LAND SURVEYING
REVrVONS APPROVED DATE REFERE DATE BENCH MARK SCALE SPECIAL DISTRICT mm ur t" APPROVALS CITY OF
ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO.
C=
ZA REMOVE blIkOW bffA DESCRIPTION: COUNTY BENCH MARK NO P S PREPARED UNDER THE SUPE FJASIPN OF RECOMMENDED APP 7ffD
GRADING PLANS FOR: SINGLE FAMILY RESIDENCE z KryISS SLW .5 . '
SZ Ux 1-,77- o 007 CHIS. c ,Aw iIN W HALL BY- BY.- - - E 1/2 OF NE 4 OF NW 1/4 OF SW
1/4 OF NW 1/4 DATE ARON: 3 SW COR. EL DEL HORIZONTAL N/A - v -?,-5 - ' dF SEC 9, Tl 3S, R3 W, SBM 5333G
NORTE & RANCHO SANTA FE RD. R.C.E. NO. : 40980 DATE: t� - 23 -9 9 DATE: q w
RECORD FROM: Co.S.D. VERTICAL CNTRL L MUNSON ENGINEER APN 264-101-40
ELEV.- 119.476 DATUM: USC & GS VERTrAL NLA NAME: DATE: EXP. 3/31/99 WORK PROJECT NO. ISHEET
2 OF 2
RE NO. 431