2002-7436 G (Plans) FGWR_A�DING NOTES NOTIFICATIONS HYDROSEED NOTES LEGEND LEGAL DESCRIPTION
S. D. R. S. D. = SAN DIEGO REGIONAL STANDARD DRAWINGS A PORTION OF SE 114, NW 114, SW 114 AND THAT PORTION
OF
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, i . THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES ITEM SYMBOL ICE
114, SW 114. SW 114 ALL IN SECT. 9 T 135: R3 W, SBM, COUNTY
E
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A . HYDROSEED.
SAN DIEGO, STATE OF CA. ACCORDING TO OR UNITED STATES GOVT.
SU RVEY APPROVED OCT 27, 1875 EXCEPTING NOR
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR i. Hydroseedingg shall be applied
to all slopes that SU RVEY 2770 THEREOF
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN are graded 6:1 (horizontal
PROJECT BOUNDARY - -
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER: to vertical) or steeper when they are: A.P.N.:
264 102 -
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY EXISTING EASEMENT AND ROW - - - -
REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY a. Three feet or more in height in fill areas.
SITE ADDRESS
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES b. Five feet or more in height in cut areas unless EXISTING CONTOURS
r
slope is not subject to erosion due to the
2. THE SOILS REPORT TITLED " PRELIMINARY gEOT CHNICAL LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S erosion resistant character of the material
as 3463 Buman Road
INVEST " PREPARED Y COAST HN AL CONSULTING RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO approved by the City Engineer. PROPOSED
CONTOURS 33 Olivenhain, CA 92024
E NG I N E _.-_ AND GEOLOGISTS , ED FEBRUARY 1 2 SHALL BE CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR 2. Irrigation shall maintain
the moisture level of
CONSIDERED A L ALL ADING SHALL STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND the soil at the optimum level for the
growth of PROPOSED SPOT ELEVATIONS FG= 220.00 OWNE"E
BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF the hydroseeded growth.
SPECIFICATIONS CONTAINED IN SAID REPORT WORK: 3. Hydroseeding mix shall consist of all the PROPOSED GRAVEL BAGS-
Mike 6 Shirley Medulla
following: A. SEWERS - ESD 633 -2770 Seed ix shall consist of no less than: PROPOSED 2:1 FILL SLOPE 3463
Bumann Road
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF 1. 20 lbs. per acre of rose clover Encinitas, CA
92024
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF B. GAS & ELECTRIC - (800) 422 -4133 - DIG ALERT 2. 20 lbs. Per acre of zorro
fescue PROPOSED 2:i CUT SLOPE - �y
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE 3. 3 lbs. Per acre of E school cia californica EST.IMA TED
QU S
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN C. WATER - SDWD 633 -2848. 4. 4 lbs. Per acre of achillea millefolia
PROPOSED DRAINAGE SWALE
CONJUNCTION WITH IMPROVEMENT PLANS. 5. 3 lbs. Per acre of alyssum (carpet of snow) CUT 0.00 C.Y.*
D. TELEPHONE - (800) 422 -4133 - DIG ALERT 6. 1/2 lb. Per acre of dimorpholeca PROPOSED FILL BERM (SEE DETAIL SHEET
1) - - - -
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE
GRADING. E. CABLE TV (800) 422 -4133 - DIG ALERT 7. Items c, d, e, and f of this subsection may , ,,, .6 FILL
7,200 C.Y.*
-
be omitted on locations where the area being LIMITS OF GRADING
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 street or residential structures.
hydroseeded is not visible from either a
B. RIP RAP ENERGY DISSIPATOR PER D -40 IMPORT 7,200 C.Y.*
public st
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. 8 Item a st this subsection
must be inoculated
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR PHONE: (760) 633 -2770. with a nitrogen fixing bacteria and applied PROPOSED PRIVATE
SEWER S * EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR dry either by drilling or broadcasting
EXISTING SEWER MAIN - S- °- ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR INSPECTION.
PHONE: (760) 633 -2770. ALL WORK PERFORMED before hydroseeding. QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
9. All seed materials shall be transported to
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO the jobsite in unopened containers
with the HYDROSEED SLOPE PROTECTION ___
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER REJECTION AND REMOVAL. California Department of Food and
OR A LICENSED LAND SURVEYOR. Agriculture certification tag attached to, or printed on said containers. SILT FENCE _ •
• •• • X X -
••• ENVIRON.NfENTAL NOTES:
- X x x - --
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL l0. Non- phytotoxic wetting agents may be added EXISTING WALL i. THE
STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 50%
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOILS ENGLvEER , S CERTIFICATE to the hydroseed slurry at the discretion of
(EXCLUDING ANY EXISTING MAN MADE SLOPES) .
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND the contractor.
FEDERAL SAFETY AND HEALTH STANDARDS. LAWS AND I, Vr}I+au` Sin % I&A REGISTERED CIVIL ENGINEER IN THE STATE OF b. Type 1 mulch applied
at the rate of no PROPOSED SEWER MANHOLE (S -17) O 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 0' AND THE MAXIMUM
REGULATIONS. CALIFORNI . PRIN IPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL less than 2,000 lbs. Per acre.Type 6 mulch
O VERTICAL HEIGHT OF FILL IS 22'.
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL (straw) may be substituted, all or part, for PROPOSED SEWER
PUMP BASIN
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY hydraulically applied
fiber material. When 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) 0.0'
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE DIRECTION BETWEEN THE DATES-Z AND 2 -2z - Z ONE COMPLETE straw is used it must be
anchored to the OF CUT AREA OF CUT (S.F.)
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY slope by mechanically
punching no less than TRENCH RESURFACING
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY 50% of the straw into the
soil. B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 3.4'
ENGINEER, ALONG WITH UPDATE LETTER DATED FURTHERMORE, I c. Fertilizer consistingg of ammonium LEGAL DESCRIPTION
OF FILL AREA OF FILL (S.F.)
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE phosphate sulfate, 16 -20 -0,
with 15% sulfur
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS ►$E_�_IQ� applied at the rate of 500
lbs. Per acre. THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICAT J,�
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING �-' F� fsU� v � p \ 4. Areas to be hydroseeded shall be prepared prior to OF
CALIFORNIA, COUNTY OF SAN DIEGO, AND IS DESCRIBED \ `�• ��
P hydroseeding by: AS FOLLOWS. \
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN SIGNED: %� < a. Roughening the surface to be planted by any or
"
ADVANCE BY CALLING (760) 633 -2770. 2109 (n a combination of: A PORTION OF SE 1/2, NW 114, SW 114 AND THAT PORTION
OF \ m um- -- � ��� am am
RICE NO.: C9 WZ1 Q 9,� GE 782 Exp. 5-31-0 - °I 1. Track walking slopes steeper than 6:1. NE 114, SW 114, SW 114 ALL IN
SECT. 9, T 13 S, R 3 W, SBM '�..�
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY CFRTIFIED / 2. Rippin areas that will not break u usin COUNTY
OF SAN DIEGGI STATE OF CALIFORNIA. ACCORDING TO -- j ----------- ------ - �' - - --
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE EXP. DATE: - 1 -O Z- * ENGINEERING * / 9 p g
r�ee.�. -Ihz - -
S 3 1 . I 3 N o S GE item i above . THE L 4ITED S TA TES GOVERNMENT SURVEY APPROVED OCTOBER
�
-- - X
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE s b. Conditioning the soils so that it is suitable 27TH 1875. EXCEPTING
THEREFROM THE NORTHERLY 277.00 FEET - v - -,r�- - -,r - --
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER for planting by: THEREOF
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE COAST GEOTECHNICAL CONSULTING ENGINEERS AND GEOLOGISTS ,'Ij �l� I. Adjusting the surface soil
moisture to
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING 779 ACADEMY DRIVE \� ti 9� �� provide a damp but not saturated seed bed.
OPERATION. SOLANA BEACH, CA 92075
c� Z 2. The addition of soil amendments, ph
w 782
PHONE 858 - 755 -8622 1
Ic Ex p adjustment, leaching or covering saline
G
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING t2 -3t -05 soils to provide viable conditions for ✓
�
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL W.O. P- 351012 *
RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE growth.
G' �.
PROVIDED STATING: "THE GRADING UNDER PERMIT NO. �' A CT \G \Q'
7436-G HAS BEEN PERFORMED IN SUBSTANTIAL 9� ECHN � Hydroseeded areas shall be maintained to provide a
F OQ' vigorous growth until the project is permanently
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON A
THE ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE DECLARATION OF CIARGE �� C LIF landscaped or, for areas where hydroseeding is the
1 %�
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. permanent landscaping,
until the project is completed 1
WHO CERTIFIES SUCH GRADING OPERATION. THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE and all security released.
PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. eFa;
f --°
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE q
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT OWNER CERTIFICATE
1 400 Feet
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT 5
�.
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF DESIGN.
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND \
IT IS AGREED THAT FIELD CO
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT
CONDITIONS MAY REQUIRE CHANGES TO
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE Y ESSIp THESE PLANS.
CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE pQ A • �'�� IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
ca
SOILS REPORTS AND THAT ALL EMBANKMENTS AND EXCAVATIONS Q� �� A 4 �` REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES. ALTERATIONS OR i'jtd6
ej,�
ARE SUITABLE FOR THEIR INTENDED USE. <v -� S Z \
c ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED d Z ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING WAYME PAS RCE 29577 DATE w N0. 29577 rn THE IMPROVEMENTS.
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID Exp. 03/31/03
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR •
�\ `\ `\ 1
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION Q , \
OF FRESHLY GRADED AREAS UNTIL SUCH AS PERMANENT �' CIVIC GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE 1 \
\ \ \ 1
DRAINAGE AND EROSION CONTROL MEASUHAVE BEEN EROSION CONTROL OF CA1-ZF OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION
\ 1 \ \ \ \ \
INSTALLED. AND STABILITY OF THE SITE. \1 \\ \ \\ \ \
IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND 1. MIKE AND SHIRLEY MEDULLA AT 858 - 756 -3572 `
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE Mike & Shi y Medulla
DATE
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL 3463 Bumann Road
ALL \
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. Encinitas, CA 92024
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT VICLTITY MAP
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF NO T
\ 1 \ \ \
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT EDGE OF EXISTING DRIVEWAY
ACCORDANCE WITH SPECIFICATIONS. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED gW,Vo �E 7be of
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. A5 � AT TOP OF SLOPE Q�� �\ a _,)!� �o� V
r _�
SEE DETAIL THIS Sh£ET '�T `�
f! -
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH � \ ' Q$ -- �• 1 ----
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER %� LItiE FINtsH'�`'�
AFTER EACH RUN OFF PRODUCING RAINFALL. e9• / 2.ox \ \ P
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE 6' TERRACE
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY 5UIrr12%mx , , , v_
ROOTS AND OTHER WASTE MATTER 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL LONGITL01NAL �`
CONDITION. ALL STONES, MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO SCOPE 2
EXPOSED OR EXCAVATION DR EMBANKMENT SLOPES WHICH ARE UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES 1( �56V4446 , - '
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED WHICH MAY ARISE. !D l.� !
_ . 2' 2' 1' KIN.
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN PROPERTY
ACCORDANCE WITH THE GRADING ORDINANCE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE LINE 2X
NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO s' 2 - - GRASS LBED SHALE 0 BEF14
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL �C�^'o -
DISPOSED OF OFF AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. i (- sco. �Sp"Lor' 4 SOF TANSMOA - . ,;'�
-
SHALL BE COLLECTED, PILED 0 R OTHERWISE DI - FILL BEW 1
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT - - - DASLEO LINE REPRESE EXISTING GRO(A�C! 2
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED 1
FREE B EEN CLEARE FINISHEDOCATIONANCE GRADING PLAN SHALL BE INCORPORATED HEREON. �4 AE S C O n
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY
_ d d ° C
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK PROPOSED KEY (SEE PLATE
A r� k
DAY. PER Soks REPORT)
I.ANDSCA.PING 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE SECTTONB -1 SECTIONA -1
AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN NOT TU NOT TO SCALE 1
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT O
WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ENCIlVTTAS FIRE PROTf'-MON DIST O MUNICIPAL WATER DIST. AS BUILT
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE `
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH RE REV ED BY•
//
PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 A Awelb G D
SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE
KEY MAP
OF ANY SLOPES GRADED BETWEEN OCTOBER i AND APRIL 15. OF CALIFORNIA DEPARTMENT OF CONSERVATION. ! Q (a v �- Wi�YNE ASCO
pW E
SCALE: 1 " -60 ' �
D TE.' eA DATE:
RICE 24577 N
DESIGN ED BY DFartN BY CHECKED BY
REVISIONS APPROVED DATE REFERENCES DATE $ENC��MARI� SCAM CO DEVE LOPMENT` MH PF wAP APPROVAL ENCINITAS S
CITY OF ENC ENG G DEPAR DRAWING NO. �
AS BUILT DESCRIPTION. COUNTY BENCH MARK NO. REVIEWED B Y' PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR GRADING
/SEWER /EROSION CONTROL PLAN FOR: c
Mike 0073 - CHIS. IN TOP OF HEADWALL HORIZONAL N/A d,,,� �� DATE: o z BY: ,� BY: & Shirle >ledulla
7436 -G h _
LOCATION: SW COR. EL CAMINO DEL y
NORTE & RANCHO SANTA FE RD. ��� R.C.E. NO . 29577
FIVAL
RECORD FROM Co.S 0. VERTICAL CONTROL VERTICAL N1A �'' 2 °� C x' WAYNE PASCO DATE: �� f DATE: 8�24�Q Z �3 BIID
ROB
ELEV. 119.476 DATUM: USC 6 GS DA E: EXP.-3-31- _ 03
- - WORK PROJECT N0. PE 900 A.P.N. #264- 102 -11 SHEET 1 OF 2
PE 900
LEGEND
S.D.R.S.D. - SAN DIEGO REGIONAL STANDARD DRAWINGS
ITEM SYMBOL
PROJECT BOUNDARY STA 4+74.94
EXISTING EASEMENT AND ROW - - - - 2 -HYDR DIA x S 10' DO SE PUMP
WITH 6
` \\ PROPOSED 4' SCH 40 ` ' DIA 30' DEEP FIBERGLASS
►� \ CHECKVABVE
j PRESSURE SEWER
/ L- 34.40' S - -8.6X
EXISTING CONTOURS \ PER BARRETT ENGINEERED PUMPS
j ��
SPECIFICATION. SEE DETAIL THIS SHEET
PROPOSED CONTOURS 33 -°°` <� �"'� -
Va / 9 '39 58 "W, 220. F t . ` SB9 '39 ' 58 - K 255.57Ft .
PROPOSED 4" SCH 40
PROPOSED SPOT ELEVATIONS - - ---- - -------- - '� PRESSURE SEWS
G 220 00 5 �� .. ,�..� - --------- - - - - --
` ` �� 1 i -N- 39'58 "E 665.85Ft�/ 20 - -- o- ------ - - - -1-
PROPOSED GRAVEL BAGS -- - - - - -- - - - L- 69.43' R -200 S - -8.6X \� --- - - - - --
� - •.,,,, l I I I � y: °. °' � \'' o ` 1
o QfCTC
__87 PV i
- - - -- --------------------------------------------------------------
PROPOSED 2:1 FILL SLOPE LOW 2
_ _ _ _ _ _ LOC _ _ OF _ Y - _Y - Y - - Y ` I I ( r / tTj - r _ -
_ EDGE PAVEMENT 10 - ROAD
', (APPROXIMATE ATION ` I I / o POINT Y
r _ rz - - - --
J - - -- Y Y_ Y Y -_- Y - Y - -Y - - Y
PR P 2: CUT SLOPE (EXISTING SEWER MANHOLE #6� I i �/
0 OSEO 1 SEE EXISTING PLAN CS244 I 1
INSTALL i/4 TON RIP RAP t
BRIM EL- 257.8' , i / W/ FILTER FABRIC PER - X- X X �� ? � ` EDGE OF EXISTING DRIVEMAY
1
PROPOSED DRAINAGE SWALE - - LI _1L CTR_250.8!_ - - i ! r SDRSD D -40 IE- 210.5' I �' -\ 18' EUC. TREE 1.
�\ 1
PROPOSED FILL BERM (SEE DETAIL SHEET fl - - I _ ST R d - 6 -4- PVC - - SEWER - R EQ �� 6" PEPPER TREE -}-
EXISTING GATE 6 HALL
I + O P G� \ \
EX/ QQ 00SS p � F •�
( 1 ++ / 4x; �lg \\ \\
VC DRAIN PI1� K
.�. ,�. ,� ` L- 83_59_ S� 10_50X- ` -26., IM►. �F( ' op _ - - - X _
LIMITS OF GRADING 20
I + Sft2 ��2 tiio�
RIP RAP ENERGY DISSIPATOR PER D -40 Y2 !E- ++
1 f ► �F5I7E ,4 p
EXISTING 15' PUBLIC SEWER ��- / PROPOSED 4" SCH 40 i \ 1 1 0
PROPOSED PRIVATE SEWER S MAINTENACCE ACCESS ROAD
, + GRAVITY SEWER /
TO CARDIFF SANITATION / I i L- 14.96' S - -2.0% I ~- +
- .. N.., . T PER MAP 13584 �} I I / x PROPOSED O- \
EXISTING SEWER MAIN - S DIS TR IC / , HA
/ C}{
�p � 0 0 5 CATCH BASIN TYPE F \ ++ Q
/ : : :.' :::..' GRAVEL BAGS TG- 2f-90 217. S
I I \ k
I � STA 0 +15.69 / SLOPE PROTECTION \ HIGH AT INLET IE - 211.00
HYDROSEED SLOPE PROTECTION I / ' ; PROPOSED SHALLOW MANHOLE PER SDRSD, - 1 7 SILT FENCE
CO NNECT TO EXISTING 8" PVC SEWER h 1 \ \ _ \ +
1 RIM EL- 24850' i EXISTING
.
LINE WITH STD. 4' SCH 40 SEWER LATERAL. I I 11 INV EL OUT 24570' NO 8" EUC. TREE
SIN PIPE +
..................... . . . ..
SILT FENCE X X X X IE MAIN- 244.23 ,.� , j1 I INSTALL .3 BACKING +
4 I I INV EL IN -246. O' W/ FILTER FABRIC PER d €' k o, - ` +
w
IE LAT 245. SDRSD 0-40 1 ^ ++
EXISTING WALL Ex TING GAZEBO
IST +
- S_ - ING - SE - WER - - - - NHOL E E_ EXISTING PROPERTY C `x.; TO 8 REMOVED
EX MA * 5 I I I 1 1
LINE
..
PROPOSED SEWER MANHOLE (S -17) SEE EXISTING PLAN CS44 G I 1
E
RIM EL- 249.2' I 1
INV EL IN- 242.24' 2 I , +
PROPOSED SEWER PUMP BASIN O INV EL CTR- 242.19' '� i I p/ SLOPE I �:,.' BERM PROP DETAIL
I
INV EL OUT- 242.14 to SHEET i
- - - I , 1 i �; \ ✓
TRENCH RESURFACING / N i i p x off, 1 dOo
X r2 - + 1 1 1 6 " EUC. TREE
/ I W j I / /
NOTES /� 2
o
PROPOSE 4" SCH 40 1
.� i O // X� i ` ':. ;;•...: . •�' GRAVITY EWER -
MINIMUM COMPACTION IN SEWER TRENCH IS 90X RELATIVE COMPACTION. ,• / o i , i I/ / �L li L- 168.00
S- 3.81 Q r
MINIMUM DEPTH OF COVER FROM THE TOP OF SEWER PIPE TO FINISH i l i k PROPOSED a" SCH 40
GRADE FOR ALL SANITARY SEWER INSTALLATIONS SHALL BE 3 FEET. I N I I + PRESSURE SEWER a
1 L -90.53 S-+11.6% / :'�••: ••::�. �' :: , � o ' � - -- - a I
FOR COVER LESS THAN 3 FEET, SEE STANDARD DRAWING S -7 FOR r % / 1 ; + + DAS•,ED LE �� IsTIr� -� :� ::�':: °
A ° � 2 !
CONCRETE ENCASEMENT. I / + `� aROUW ` " . `'? g t
SEE SHEET i FOR HYDROSEED AND EROSION CONTROL NOTES
6' PINE (REMOVE)
EXISTING 15' PUBLIC SEWER / S• / 1 �i r ��`�,� ,` f lI ;• 6k p0 , o� i
MAINTENANCE ACCESS ROAD
TO CARDIFF SANITATION 1 - - -_ - - -- 6' WIDE TERRACE
I , , GAPAGE PAD !! 1 1 f SEE PROFILE S E'ET i �� o
f PROPOSED
DISTRICT PER MAP 13529
ELEV- 220.0
SOLID LINE REPRESENTS FINISH
lNH
GFOLM COTOLRS TYPICAL f / 12 " EUC. TREE (SAVE)
w I
!0' EUC. TREE (SAVE) I
( G C SEWS 1
L -227. 15 ' S--1.50% , i f � 12" EUC TREE (SAVE)
FEPLANT PROPOSED EXIStIN
- - "- - - - - _. / ( �/ SHRL SP CED ro
W EX® 10 FT
' TREES .`' " ALARM ANEL INSTALLED NEAR HOUSE.
1 1 OR AA COWINATION OF S %W AND ES }� CONNECT PROPOSED 4" SEWER
1 i ! AT EQUIVALENT SPACDGG �` TO EXISTING HOUSE CONNECTION 1
PROPOSED 4' SCH 40 +-�� Xi APPRO INV EL- 217.50
/ I PRESSURE SEWER / I � 1
0 P MA TE LOCATION I ! / , j / L -86.18 S- +11 . LL
AP `' /
IOF EXISTING SEWER
_
MANHOLE 04 PER CS244
RIM EL- 248.90'
INV EL- 238.84' J 1 / / hX __ -_. ____ \
1 --- - - - - -- i I N , / 1N .. ' x} - XX - EXISTING \ EXIS IG W
TTN
W i 4 i // I EXISTING 40' EASEMENT AND to 1� RESIDENCE \ DRIVEWAY AND
RIGHT OF WAY FOR INGRESS t N \ PARKING ARE
I AND EGRESS FOR ROAD AND o LIMITS \ o
PUBLIC UTILITY PURPOSES. t
PER DOCUMENT N0.1999- 0013104 I
I I I I \
40 , / t t ' ! ,
/ // \ l 4 t �� SITE PLAN
SCALE: 1"-20 ' !
;b GRAPHIC SCALE 1 " -20'
`v 0 20 40 60 i i
o I I 1 ! O t R
ROPOSED 4" SC
PRESSURE SEWERH 40 j
55• L�O� f �� L- 123.87' S- +14.
TkfE PR _
PROPOSED SEWER DATA of • 22 ' - ' S -_ / VA)F R/M1 5 f 15 ' SA/ NI T 7� ZtZ
AeWAVV
y � /�/�A •'
SYMBOL d /BEARING RADIUS LENGTH NOTES / I -- '---- -- -- S89 *39'58"W 220. 56Ft .
Ln tIM� Akr
U N88 '58 ' 35 "W 14. 96 ' % r 6 - _- / - 7A )R/ w/ 0 5 se � Sm4m_ of Aeovmez IAA Tw,
I �r _ _ _ / _ _ 0 S .Sf/i�LL S"TA�T /�IL7 Ji g1 / G� STEEL COVER VAL VE
--- - - - - -- - - --
-- -- -- - - - - --
U N00 '56 ' 03 "W 49.02' Q I , WQ o= 7 S _ �- -- jfa- WET weu- eeveL /e/3c5 . - GATE VALVE
X O o
O3 02Z 02 '28 ' DO " 1000.00 ' 43.05 ' ��. , ,.I �'`�'h / m V
2. r 4h5 SWs4� N Veer �� V/M ) SrraeEA�
_
O S01 '31 56 .. W 86.18 QP���22,L• i + ev ° �, ' �, (Iow r. eo ul vwcAll /n olz 6zFA - �-
t m 3MC � f � 1 �� �� INV IW211.00 ' - INV OUT - 211.00 '
O5 S20 '58 04 E 16.85 I -i J - ___ `r ! - - -^ - 24 f�ot/,eS OP R'�!J -
U S43 '28 ' 04 "E 16.12' i / +a WLOLO ;� EXISTING 40' EASEMENT AND �j A F 4.. SEWER SE
u 1 / RIGHEGRESSAFOROROINGRESS ✓ Da'�� /'��� �l -��A� �CAI�M S��L[• SE
1 ')+ ova e j HYDRAMATIC SKHSS100 DIS( 4AGE
0 N65 16.85 1 ' _ ( / P UBLIC U RPO S0013104 T 96 V/ :' � . /�L/MP OR 0T71Fi_ SEWAGE PLWS (2)
O8 N88 '28 ' 04 "E 123.87'
I I a a o D f E CH A/V /�'i4�L INV =2oe.o ' -
I j
O9 N87 '14 ' 23 "W 34.40' I Bo" Hatt SARFETT
SEE AMPS
:0 19 '53 ' 21 " 200.00' 69.43' NSTALLA I FME
INSTALLATIO N NS DETA
11 N24 ' 57 "w 168.00-1 SEWER PLAN SEWAGE PUMP STORAGE BASIN
SCALE' I = SCALE' 1"-5'
cn
.4;5 REVISIONS APPROVED DATE REFERENCES DATE $ENCEMARK SCALE
AS BUILT
DES Br DkMH B CHEW BY APPROVALS CITY OF ENCR*UTAS ENG G DEPARTMENT' DRAWING NO. �c
Its 8U ILT !o Z3 PLANS PREPARED UNDER TH P V D GRADING /SEWER /EROSION CONTROL PLAN FOR: ni
CP aQ. °3 6 E SUPERVISION OF RECOMMENDED APP pp
' HORIZONAL 1"-20' v" eow� / / O Z BY: BY: 03P
�� DATE �- Mike & Shirley iMedulla 7436 av�
WAY PA SCO DATE !N �� R.C.E. NO . 29577
-' VERTICAL AS NOTED RCE Z4577 PASCO - DATE: V /Z 2 DATE: 0/t& 2 3463 Bumann Road
EXP.- 3 -31 -03
- - A .P.N. 1264- 102 -11 SHEET 2 OF 2
PE 900