2002-7698 G (Plans) CGRADiNG WORK TO BE DONE
1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HM" SR DIRECTION. GENERAL
HE/SHE SHALL OBSERVE AND TEST THE EXCAVATION, PLACEMENT, AND COMPACTION OF FILLS AND BACKFILLS AND 1. ALL WORK SHALL 8E DONE IN ACCORDANCE
WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC
COMPACTION OF TRENCHES. HE/SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION
STANDARDS OF THE CITY OF ENCINITAS, THE SAN DIEGO AREA
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS, HE/SHE SHALL STATE THAT REGIONAL STANDARD DRAWINGS, AND THE
LEUCADIA COUNTY WATER DISTRICT STANDARD SPECIFICATIONS AND
OBSERVATIONS AND TESTS WERE MADE BY HIMVHER OR UNDER HWHER SUPERVISION AND THAT, IN HISIHER OPINION, STANDARD DRAWINGS. ANY CHANGES OR
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER
ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PRIOR TO ANY REQUEST FOR INSPECTION.
PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 2. THE SONS REPORT TITLED, "PRELIMINARY SOILS INVESTIGATION
FOR PROPOSED SINGLE FAMILY DWELLING IN THE
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND 3200 BLOCK OF LONE JACK ROAD (PARCEL 1 r,
OLIVENIIAIN,
PREVENT PONDING OF WATER. HE/SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING CALIFORNIA, PREPARED BY NORTH COUNTY COMPACTION
ENGINEERING, INC. DATED: AUGUST 9, 20M FOR THE
PROPERTIES OR TO FINISHED WORK ON THE SiTE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION WE PROPOSED SHALL BE CONSIDERED AS A PART OF
THiS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE
OF FRESHLY GRADED AREAS UNTIL SUCH TiME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
CONTAINED IN SAID REPORT.
BEEN INSTALLED. 3. APPROVAL OF THiS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF DRAINAGE
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH E 840' FACILITIES, NOR OF IMPROVEMENTS
WITHIN STREET RIGHT- OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR
STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE THESE SHALL BE REQUIRED IN CONJUNCTION WITH
IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING.
FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL
BE REMOVED TO SUITABLE FiRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6' AND 5. CONTRACTOR SHALL TAKE ANY NECESSARY
PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING
THEN COMPACTED TO A M1MMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSi &M TO PLACE, GRADING OPERATIONS. YTHING DAMAGED
OR DESTROYED SHALL BE REPLACED OR REPAIRiD TO CONDITION
SPREAD, WATER, AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS ANYTHING TE EXISTING PRIOR TO GRADING.
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO THE FINISH GRADE TO PRODUCE SMOOTH SURFACE AND JACK 6. THE DEVELOPER SHALL BE RESPONSIBLE
THAT ANY MONUMENT OR BENCHMARK WHICH iS DISTURBED OR
UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND DESTROYED SHAH BE REESTABLISHED AND REPLACED
BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT iN A NEAT AND ORDERLY CONDITION. ALL STONES, �-
ROOTS AND OTHER WASTE MATTER EXPOSED ON EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO SURVEYOR.
7.111E CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING 8HiORING, AND
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED SHALL BE RESPONSIBLE FOR CONFORMING TO
ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS,
iN ACCORDANCE WITH THE GRADING ORDINANCE. LAWS AND REGULATIONS.
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE slp� tN'IE 8. GRADING AND EQUIPMENT OPERATING
WITHIN ONE-HALF (1/2 ) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY
DISPOSED OF OFF THE SiTE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A SHALL NOT BE CONDUCTED BETWEEN THE HOURS
OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND
NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FiLL SHALL BE CiTY RECOGNIZED HOLIDAYS.
SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL PREGRADING MEETING HAS BEEN HELD ONSITE WiTH THE
6. iN AREAS NOTED TO BE CLEARED AND GRUBBED, CONTRACTOR SHALL PROTECT IN PLACE ALL IRRIGATION. ANY JACK FOLLOWING PEOPLE PRESENT: CITY
INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND
DAMAGE TO IRRIGATION SHALL BE REPAIRED AT CONTRACTOR'S COST. PERMITTEE THE PREGRADE MEETING SHALL BE SCHEDULED WiTH THE CiTY AT
LEAST 48 HOURS IN ADVANCE BY
EROSION CONTROL
CALLING (760) 833-2770.
I. IN CASE EMERGENCY VMORfC t3 REQUIRED, CONTACT • isr.tJ (WORK) ED CONS mUCTION SITE WITHIN THIS
PROJECT, THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVALTHE CiTY ENGINEER FOR THE PROPOSED
OR D- G33- J43d (HOME) 4FL HAUL ROUTE. THE DEVELOPER SHALL COMPLY WiTH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY MAY IMPOSE WITH REGARDS TO THE HAULING
OPERATION.
SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BEE STOCKPILED ON SITE ON OCTOBER 1 AT VICINITY MAP 11. UPON FINAL COMPLETION
OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR To FINAL GRADING APPROVAL
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. AND/OR FINAL RELEASE OF SECURITY, AN AS-
GRADED CERTIFICATION SHALL BE PROVIDED STATING: 'THE GRADING
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT 114E APPROVAL OF THE ENGINEERING NO SCALE
UNDER PERMIT NO. 709" HAS BEEN PERFORMED iN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING
INSPECTOR. THOMAS BROS. GUIDE PAGE 1148, B5 PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN.' THIS STATEMENT SHALL BE FOLLOWED
BY THE DATE
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION AND SIGNATURE OF THE CIVIC ENGINEER WHO
CERTIFIES SUCH GRADING OPERATION.
OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THEE PLANS WERE
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.
TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING
CiTY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. UTILITIES EXCEPT AS SHOWN ON THESE PLANS,
HOWEVER. THE CONTRACTOR IS REQUIRED TO TAKE DUE
6. THE CONTRACTOR SHALL BE RESPONS AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING
UTLIT1ES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS s TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. u►TEM E)QSTINO r PV'C SEWER
MAIN -PER Om MO. PC 1660 THE CONTRACTOR'S RESPONSIEI LITY TO CONTACT THE FOLLOWINNG OWNER'S OF SAID UTILITIES OR STRUCTURES PRIOR
TO ANY EXCAVATION FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF OF WORK:
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED s er�v+or E ON •xaoz• E
HEREON. �� 0 k°° '� 0 °�'w SAN DIEGO GAS & ELECTRIC: 1-00 -4224133
S. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOE AT THE Wow 3 MAW PACIFIC TELEPHONE: 14N)0-4224133
CONCLUSION OF EACH WORK DAY. CABLE TV: 1.804422 -4133
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN WATER: OL.IVENHAIN MUNICIPAL.. WATER DISTRICT
(760) 763-6466
a o
THE FIVE (5) DAY RAiN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS G�� e ,' • ° SEWER: LEUCADIA COUNTY
WATER DISTRICT (M)753-0155 r
SHALL BE REMOVED AFTER EACH RAINFALL. - a �•* ; 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER IN
'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THiS
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE of GRADED SLOPES ` Q P I PARCEL 2 � � PROJECT.
PHONE: (760)633 -2Tf0.
(90% COVERAGE) PRIOR TO NOVEMBER 15, y 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (76M
6334M. ALL WORK SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED �' PARCEL 3 PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT
TO REJECTION AND REMOVAL..
IN ACCORDANCE WiTH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF _
CALIFORNIA DEPARTMENT OF CONSERVATION. • d HYDROSEED:
EROSION EROSION CONTROL PLAN NOTES: r. '� s orw E 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL
TO ) OR STEEPER
1. PROVIDE VELOCITY CHECK DAMS ON THE DRIVEWAY AT INTERVALS INDICATED BELOW. VELOCITY CHECK DAMS < o WHEN THEY ARE:
MAY BE O OF SANDBAGS, TIMBER, OR OTHER RESISTANT MATERIALS APPROVED BY THE �L ~ A. THREE FEET FILL MORE IN HEIGHT IN
F AREAS.
CiTY ENGINEER. • . B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE ESN
r RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER.
1% TO 3% - ONE ROW OF SANDBAGS AT 100 FOOT INTERVALS FIRE \tip*
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE
3% TO 8% - ONE ROW OF SANDBAGS AT 50 FOOT INTERVALS , V`� - HYDROSEED GROWTH.
8% OR GREATER - TWO ROWS OF SANDBAGS AT 50 FOOT INTERVALS Q LA BE L LP► 1 -- i 3. AR TO BE THE _ SHALL BE
PREPARED PRIOR To nNG BY:
2. TEMPORARY BERMS SHALL BE CONSTRUCTED AT TOP OF SLOPES TO KEEP DRAINAGE AWAY FROM SLOPES. 8 w .." �pP m I FStE HIYDRANT ✓
1 A. TRACK W ING S LOPES URFACE TO BE P BY ANY OR A COMBINATION OF:
3. TEMPORARY EROSION CONTROL MEASURES SHALL CONSIST OF ONE ROW OF SANDBAGS, ONE ROW HIGH, PLACED 8•4' PARCEL 4 r S. RIPPING AREAS
THAT WILL NOT BREAK UP USING ITEM "A" ABOVE.
AT TOE OF ALL UNVEGETATEO SLOPES. - 2. CONDITIONING THE SOILS 90 THAT IT IS SUITABLE FOR PLANTING BY:
o i A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED GEED BED.
ENGINEERS NOTES: ft EASEMENT RECORDED MAY �,1
B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE
AOE liTR1,
1. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR. UNAUTHORiZED , O.R.�iEE P.M. 9M4 VIABLE CONDITIONS FOR
GROWTH.
AS DOC. NO.79 -M449 4. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS
CHANGES TO OR USES OF THESE PLANS. ALL PROPOSED CHANGES TO THESE PLANS MUST BE IN WRfTiNC3 AND MUST
BE APPROVED BY THE PREPARER OF THESE PLANS. PM 9 ' _ � PERMANENTLY LANDSCAPED OR2, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT
LANDSCAPING, UNTIL THE
s
2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS u►TMAL PROJECT IS CCOMPLETED AND ALL SECURITY
RELEASED.
DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE Z7" CML &C wATet r DECLARATION OF RESPONSIBLE
CHARGE:
ATERMAM w > - BY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT i HAVE EXERCISED RESPONSIBLE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, I HERE
�,
ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. AMT CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE
BUSINESS AND PROFESSIONAL
3. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, MAINTAINING, RELOCATING AND/OR REMOVAL OF EXISTING KEY MAP x ,12 ,� CODE, AND THAT THE
DESIGN IS CONSISTENT WITH CURRENT STANDARDS. UTILITIES, REAL OR ALLEGED, IN THE CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROPERTY, EXCEPTING am LOCATION sT�.
j� � W 1' =100' aP N, 2�" �� I UNDERSTAND THAT THE CHECK O PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF ENCINITAS IS
FOR LIABILITY n•n
4. CONTRACTOR SHALL REPLACE ALL DESTROYED OR DAMAGED SURFACE IMPROVEMENTS WiTH IMPROVEMENTS EQUAL i A.P.N. 264-27"1 PROJECT TO A REVIEW
ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR
PROJECT DESIGN.
OR SUPERIOR
t ta�I y DAVID H. LOWEN
<
��O �F `'� VISTA, CA 92084 -6212
5. THE E AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS 990 VALE TERRACE DRIVE
k. N (0 _
WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. T O THE BEST OF OUR , THERE ARE NO EXISTING �`', O� (760) 724 -767
UTILITIES EXCEPT AS SHOWN ON THESE PLANS: HOWEVER, THE IS REQUIRED TO TAKE DUE SOILS STATEMENT
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. R � ce- Wj 3191.
IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT UNDERGROUND SERVICE ALERT (PHONE: 1- 804422 -4133) 48 I, � ,4 Z A` P A REGISTERED CIVIL ENGINEER IN THE STALE OF
� 124.I , J4 BY: DATE D 3
HOURS IN ADVANCE OF ANY EXCAVATION FOR THE MARK- OUT OF THE LOCATION OF UTILITIES AND NOTIFICATIONS CJWFORNIA, PRINCIPALLY Al "�`� \� DAVID
H. LOWEN RCE 31915 - S 12/31A4
OF COMMENCEMENT OF WORK DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A Al \F ;
6. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR SAMPLING AND STUDY OF THE SOiL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY
OWNER'S CERTIFICATE
DESTROYED SHALL BE REESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER WHO IS ALLOWED TO ME OR UNDER MY DIRECTION BETWEEN THE DATES 7 - 3 /- o dL- AND R' -9 - D a- ONE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOIL ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE REATAINED
PRACTiCCE SURVEYING OR A LICENSED LAND SURVEYOR AND A CORNER RECORD OR RECORD OF SURVEY FILED AS COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY T
O SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
REQUIRED BY THE LAND SURVEYOR'S ACT. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CiTY ENGINEER,
7. CONTRACTOR WiLL MAKE EXPLORATION EXCAVATIONS & LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY FURTHERMORE, I HAVE RE VIEWED THESE GRA PLANS AND RO TiFY THAT THE CONSTRUCTION
TO PERMIT REVISIONS TO PLANS, IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN LEGAL DESCRIPTION:
PARCELS 1 PM 9944 DATE.
AHEAD OF
INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. E
LOCATION OF EXISTING FACILITIES. _
SIGNED: GCe NORTH COUNTY COMPACTION itNGINEERING, INC 1.00 AC.NET � 264-0" SIGNATURE ENMRONi EWAL DATA:
8. LOCATION AND ELEVATION OF IMPROVEMENTS T O BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD ALEXANDER
P. O. sOD( 302002 1.25 AC.GROSS AVERAGE SLOPE =14.2%
MEASUREMENTS
PRIOR TO CONSTRUCTION OF NEW WORK. RCE No: 7925 LOS PINOS CIRCLE STEEPEST EXISTING NATURAL SLOPE ON SITE: 34%
l 93 93 ESCONDiDO, CA 92030 IT
C,� CA 90009 �
9. BEFORE EXCAVATION FOR THIS CONTRACT, VERIFY LOCATION OF UNDERGROUND UTiUTiES. 760./80.1116 MAXIMUM VERTICAL DEPTH OF
CUT: 14.7
10. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON DATE; p3 zOio3 NO. CE�66lf
(760) 633 -1430 MAXIMUM VERTICAL HEIGHT OF FIT: 13.0'
AVERAGE DEPTH OF CUT: : 2.9'+ - 2.9
AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
=
�`' -•�
hie �� Ft . RF Fy AVERAGE HEIGHT OF FILL: 8.2' 14.131 '
,3�- S.2
W C193 93 - COMMUNITY SERVICES DEPARTMENT OLIVENHA N MUNICIPAL WATER DISTRICT ENCiNITAS FIRE DEPARTMENT LEUCADIA COUNTY WATER
DISTRICT COMMUNITY DEVELOPMENT DEPARTMENT
a m
* Exp. 9/30/05 REVIEWED BY: REVIEWED BY:
* REVIEWED BY: REVIEWED BY: REVIEWED BY: I"
L'/ V iv ��Q oi
TOTAL CUT: 2,000 C.Y F oF C At ;F�� d' � 03 C (V /8.03
TOTAL FILL 2,000 C.Y. DATE s �, c p m�P pA DATE DATE DATE DATE
EXPORT: 0 C.Y.
REVISIONS APPROVED DATE REFERENCES DAiS BENCH MARK SCALE SPECIAL DISTRICT APPROVALS C 1 TY O F E N C 1 N
1TAS ENGINEERING SERVICES DEPARTMENT DRAWING NO.
• (L o SEWER MANHOLE PLANS PREPARED U UPERVISIO N OF RECOMMENDED D ia G RADING PLAN FOR:
RNM ELEV OF 344.86. DATUM: MSL 7698 RECORD PER GRADI (WIMPROVEMENT HORIZONTAL DATE
: BY: BY: HODSMAN -
RLJW TM 91 - 064, BY DOUG LOGAN, VERTICA E R.C.E. No.: DATE: g _ PARCEL 1 - PM 9aT"1'
RCE 39726 OCT 1994 ENG � DATE:
EXP. WORK PROJECT NO. 02 -100 r SHEET1 0F 3
PROPOSED SEWER RIP -RAP PER WINO 2
I RIM EL: 129.8 LATERAL4NV a TIE BACKING
INV EL: 118.3 130.1 -4' - L�8' - T =12'
FILTER BLANKET,
Typi
TYPE 2
LEGEND I 142.2 � � �
PROPERTY LINE S FL S EXISTING G' SEWER
CENTERLINE EASEMENT - I ' '"a E 149.07 S - S - -
ROADISIDE_INE EASEMENT - - S S -
EXISTING CONTOUR � I - - _
/ G PROPOSED CONTOUR ,� O
V_
UTILITY DIRECTION OF ROAM UTILITY POLE I •� w �, 26 HI PT
EXISTING FENCE
-�► *807794H 1 F 138.0 FL .1
BROW DITCH PER SRD 0-75, TYPE ' A'-M ALTERNATIVE ON SHT 3 OF 3 -� =00 = - BUILDING SETBACK LINE I I
_
ALTERNATE GRASSY SWALE TO BE USED WHERE SLOPES
Do NOT EXCEED z-nc I .1 Z -" 1�3 2
EARTHEN BETi81 --. -, -. -. -. - I 13A.0 Fl RG 1 i jj
2:1 CUT SLOPE �� � I 6'
2:1 FILL SLOPE �� I 139.0 RG
I I FL {
PAD ELEVATION PAD E.EV: 100.8 _qp
FINISH FLOOR ELEVATION
FF ELEV: 101.5
PAD EL. 140.6 HIYDROSEED SLOPE
DAYLITE LINE„ } F.F. EL. 141.3
GRAV88AGS CDCD(= / 1
/ 140.5
FLOwtINE ROUGH GRADE 100 o RQ�+ / VAR. F RG UNDULATE SLOPE 2:1 TO
FLOWLINE EARTHEN DRAIN 190.2 R I / 1; 5.7:1 AS SHOWN AND ROUND
MIN INTO NATURAL SLOPE
FL04VLNdE FINISHED SURFACE 180.9 FS �
I I TO AVOID 'MANUFACTURED'
SO
R"AP PER SDR 0-+0 140.5 RLi VAR. LOOK
HYDROSE® AREA
r ' 1 APN 264 -090-31
L.� I I { � 1
FLOWUNE DRIVEWAY - - �, 140.4 1 1 \`
HI-PT HPPT
PROPOSED AC DRIVEWAY � ' SLOPE 140.0
INDICATES GRASS OR LANDSCAPED STORM WATER CLEANSING I 130.8 FS
AREA TO BE PRIVATELY MAINTAINED AND NOT MODIFIED WITHOUT t ! 140.5 FL
OBTAINING A PERMIT FROM THE CITY OF ENCINITAS / 140.5 F8
IH OIGA TE S O[AI*JA" 10RaM AIR 09 roku- ow/ SO46T 9 {U ILT FIENEE 2% Z
AIeR 1� bI 91sTdRdCO rV iTNO� O�RMR flmwtGd'yo�•�wKaM�t4f I ,� ,' {
WORK TO BE DONE
FL 3r 139.0 FIG PARCEL 1 p I .
RG 2.
ITEM NO. DESCRIPTION S.D.R.S.D. SYMBOL QUANTITY I 139.7
GRA1�L BAGS AT `�' 138.5 V ��
1 AC BERM / TOE FILL FOR 1 .0 F
2
AC PAVING F 3.828 SQ. FT. / ER , ION CONTROL
3 RIP -RAP ENERGY DISSIPATOR D40 120 SO. FT. S '�
EXCAVATION 2,000 C.Y.
139.3
4 �.
6' FL ,
EMBANKMENT 2,000 C.Y. I / 131.1 RG 39.0
5 Alp-RAP WIN J2 ,. �.
6 SEE ALTERNATE ON SHT 3 OF 3 D75 --{� - 432 LF 0' 20' 40' 60' I / Wes' - - T� I ` 39.9 FS } ��
7 SILT FENCE sF 545 LF I / FILTER � ey �, t39.9 FS �.\
TYPE 2% MI RIP4; AP PER WINO 2
8 GRAVEL BAGS 365 0 2' BAGS 1 ~ = 20� I ED sL y 1--+�- BACKING /
W=R - LOW - Ts1.
9 HYDROSEEDJSLOPE PLANTING 13,105 SQ. FT. I SILT FENCE { \� 6 ' 138.8 FL
FILTER BLANKET, /
10 H.D.P.E. DRAIN PIPE F 70 LF RG 130.4
129.4 \ � � TYPE 2
11 AC DOWNDRAIN D22 25 SF I UN SLOPE 2.5:1 TO HI-PT Z \ /
16:1 AS AND ROUND --� - �- 139.7 F9
NOTE: QUANTITIES ARE FOR PERMIT PURPOSES ONLY. CONTRACTOR SHALL CONFIRM ALL QUANTITIES I / TOP O NATURAL SLOPE 2.51
FOR BIDDING PURPOSES. TO A 'MANUFACTURED" PAD EL. 130.7 CONSTRUCTION ✓
I L RG 128.4 ENTRANCE .0001
/
R► GRAVEL BAGS AT FI I TOE OF FILL FOR V 3.5 WMO 2 138.0 FL / ,
EROSION CONTROL �IIN a i
CAL STA 2+81.5 I � ¢�° 1211 Fn- .'` `� ? ` ? 137.5 FIL IN
FLTER
137.5 TOP GRATE
8' GROUNDLINE ALONG ( �✓Ar&) ry J',c� TYPE 2 w. 1 9 F do
8'
PROPOSED 18' PIPE
APPROX. 20' OFFSET TO
CAL OF LA BELLA SF 1
COUNA
/ I 3
i o*s0 133.2 FS FS 134.5 if
PA 5' PAVEMENT ALONG CA. �. b FL
O
36PCC F ILA BELLA COLINA �1 S
135 8' CLASS it BASE------ / 135 INSTALL FIRE HYDRANT ti ° 1*00 - T L =24 5 8 8' �� or /
s ASSEMBLY '
/ �4d 1«so R= 5 0 Q 0 0' 2+00 40' .�
CAL STA 2+07.3 y � � I i �
130.0 INV. OUT -131A INV. IN �
a'
18" HDPE PIPE �- E)QS' i 1FIG MY PRIVATE
130 70' OF 130 I - _ _ _ ROAD a UTILITY
r� EASEMENT SEE PM 9944 'j
2+00 2 +50 3+00 / GUY ANCHOR 120.
SECTION A -A
DETAIL PIPE UNDER DRIVE 122
/ •
-� TELCO PEDESTAL SEE PLAN NO. 7677-1
1
LEUCADIA COUNTY WATER DISTRICT COMMUNITY DEVELOPMENT DEPARTMENT 1 1Q PROTECT PROPERTY CORNER
REVIEWED BY: REVIEWED BY: /GUY ANCHOR L N DURING CONSTRUCTION
POLE 8119489
DATE DATE
1 y C�Fy�
COMMUNITY SERVICES DEPARTMENT OLIVE N MUNICIPAL WATER DISTRICT ENCMITAS FIRE DEPARTMENT
REVIEWED BY: REVIEWED BY: REVIEWED BY:' 31N
DATE DATE .
DESIGNED BY DRAWN BY CHECKED BY W
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT JM D APPROVALS C:.'11 TY O F
E N C 1 N 1 TAS DRAWING NO.
/3� yam B �� e� SEWER MANHOLE PLANS PREPAR SUPERVISION OF RECOMMENDED APPRO GRADING PLAN AND EROSION CONTROL FOR:
RIM ELEV OF 344.85, MSL DATUM: 1=20' DATE : BY: BY: - 76
RECORD PER GRADIII IMPROVEMENT ,,�,� ,�. H O DS MAN 8 -G
9
PLAN TM 91.084 ( `
' BY DOUG LOGAN,
1994 VERTICAL- R.C.E. NO.: 7 DATE: a � DATE: 4 /S /o3 PARCEL 1 - P M 9944
RICE 39726 OCT
E G EXP. 0 WORK PROJECT NO. 02 -108 SHEET 2 OF 3
.D `TI-__`W�_�_
■.M
1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED
6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: GRAVEL BAG BARRIER AND EXCAVATE A Stab hatl' uct on Entrance
HEIGHT A. THREE FEET OR MORE IN IN FILL AREAS. �. SET P= AND STAPLE WIRE FD �► + jam
S. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT 4 BY 4 !1V 10 ty 10 CY THE
eHARACTE CT TO EROSION DUE TO THE EROSION RESISTANT NOTES:
TRENCH U E n= N O
I �z Crushed rock
OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. 1 Stack grovel bags i n a t l AL&V THE LINE OF POSTS.
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE three vertical rows abutting Filter fabric
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEED GROWTH. each other and in a staggered
3. AREA TO B HY DROSEEDED SHALL BE PREPARED PRIOR TO arrangement. 3� Original
HYDROSEEDING OUGHENINC3 THE SURFACE TO BE PLANTED BY ANY OR A 2. For each additional vertical 10' MAX 2' IN grade
COMBINATION OF row, add an additional row to 12 inches Min, unless otherwise
A. TRACK WALKING SLOPES STEEPER THAN 6 :1. 4 inch PVC Pipe the width.
B. RIPPING AREAS THAT WILL NOT BREAK UP USING I - ! ' ` _
._.•.� '� specified by o soils engineer
�� TEM "A'
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING ING 6 inch Min • .� • r ^ I ` �,� ^ ..r , • = •• �r
-�' '�
BY: A. ADJUSTING THE SURFACE SON. MOISTURE TO PROVIDE A DAMP + _ _ - _ _ , Diameter rock
` SECTION B-13 BUT NOT SATURATED SEED BED FLOW ,
B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT,
LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE f 12 inch
CONDITIONS FOR GROWTH. �� 4 III (10 0
%�-•� _.
4. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A
VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED bury bags 4 feet Min 4 feet Min
OR FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT 6" d e e p
LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY v Construct Construct sediment barrier
RELEASED• and channelize runoff to
HYDtR Mr_u MD( SHALL CONSIST OF ALL THE FOLLOWING: CR sediment trapping device
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
Q
A. 20 LBS. PER ACRE OF ROSE CLOVER B
B. 20 LB. PER ACRE OF ZORRO FESCUE AND COUp� "C
C. 3 LOS. PER ACRE OF E SCHOOL CIA CALIFORNICA Vroven fabric gravel bag filled with 3. ATTACH THE FILTER F TO
� � a �.
D. 4 LBS. PER ACRE OF ACHILLES MILLEFOLIA coarse g ra ve I Min. weight 8 8 I bs. TW *Tff FV" AND WM ff EXCAVATED SM 0
~
E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW)
1NM THE TftWH. width OS
F.1/2 LB. PER ACRE OF
4 inch PVC Pipe for drainage
G. ITEMS C, o , E, AND F OF THIS SUBSECTION MAY BE OMITTED ON W required to
LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS depending on field conditions Q I accomodate
NOT VISIBLE FROM EITHER A PUBUC STREET OR FROM RESIDENTIAL a anti cipated
STRUCTURES.
H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN 24 inch Z traffic
Min
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR ( j
bury bags 1
BROADCASTING BEFORE HYDROSEEDING " ~
I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN 6 deep FA M
'r""!""""''"' -`'= w
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPT. OF FOOD AND _.. :..-
Supply water to wash B
AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON - �� i -•
SAID CONTAINERS. -- _ ( �- '�' -`- '� _ wheels If necessary.
J. NONHYTO -TOXIC WATTING AGENTS MAY BE ADDED TO THE �' -� 1 ! ! : '-! , -r _ �� =; ; ,+ , ; , —
HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. ~:
50 feet Min
FRONT VLE W •..• .: �_ • •.�: :�I . =•• . • - � ' �—
GRAVEL BAG BARRIER SILTFENCE PLAN
NI
.)J" MIN
LI
GRAM 1U.2 c O VER G oo oP1toN
(4 Gravel bags overlap
UM! In EOIEXTNF SS a il1RF NED
W � onto slopes
F
MIOl1OR -
I
`
- _ !
I - 3 Ft. (O.&M.) Min.
TYPICAL DRAINAGE DITCH DET DITCH DETAIL
No SCALE
IQXL Runoff
1. RACE 3 A IMM RM SM ARE YARD OF M01IMM.
2. RN MM- LNiIED ( "OK MISTALL GE070 WOM W
M0N0nLAMff E070C F (Na 117E or F L)
3. FOR CRASS ar 11J1W OFXK NSTALL LAMM
TRM 430 IINF RO "CEME 1T MAT.
W
Gap between bags Throe layers d gravel bags
act as splilway wfth ends overlapped
GRAVEL BAG CHECK DAM DETAIL
not -to - scale
W 3191
IV X
Of'
a
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT OEs'GwjyLn:l W&M. By )BY APPROVALS C 1 TY
OF E N C I N 1 TAS ENGINEERING SERVICES DEPARTMENT DRAWING N4.
6. o c1--+ a r SEWER MANHOLE PLANS PREP SUPERVISION OF RECOMMENDED ROAD IMPROVEMENT PLAN FOR: W 1
RIM EL EV OF 344.85, DATUM: MSL HORIZONTAL - DATE : 3 BY: By - 7698•G <
RECORD PER GRADINGIIMPROVEMENT I � HODSMAN f
PLAN TM 91 - 064, BY DOUG LOGAN, R.C.E. NO.: .3 °'M5 DATE: cl S/ 33 DATE: ¢ s PARCEL 1- PM 9944
RCE 39726 OCT 1994 VERTICAL
EN EXP. � � VMORK PROJECT NO. 02 -108 SHEET 3 OF 3