1999-5840 G (Plans) GRADING NOTES: EROSION CONTROL: NOTIFICATIONS:
CL
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN 1 . IN CASE EMERGENCY WORK IS REQUIRED, CONTACT__________ 1. THE EXISTENCE AND
LOCATION OF UNDERGROUND UTILITY PIPES AND a
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO ___MAJID KHARRATI AT __619-793-0663 _____ (PHONE) STRUCTURES SHOWN ON THESE PLANS WERE
OBTAINED BY A SEARCH OF w
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE RECORDS. TO
THE BEST OF OUR KNOWLEDGE, THERE ARE NO
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL EXISTING UTILITIES
EXCEPT AS SHOWN ON THIS PLAN, HOWEVER: 13 Ln
REQUEST FOR INSPECTION. TH ST. `D
P 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON
2. THE SOILS REPORT TITLED ___RELIMINARY SOILS INVESTIGATION FOR� OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION THE CONTRACTOR
IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO s' o
RESIDENTIAL BUILDING SITE 950 RANCHO SANTA FE ROAD OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED
AT THE WORK o� °
CITY OF ENCINITAS_ V SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING 4, ��P ao
---- -------------�-- --- 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT 2 �Q QJ N
PREPARED BY _-Z IL TESTERS DATED SEPTEMBER 10� 1993 OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, co
THE APPROVAL OF THE ENGINEERING INSPECTOR. FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF S c,P ro
AND THE UPDATE LETTER THREE (3) PROPOSED SINGLE FAMILY DWELUNGSL_ 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO COMMENCEMENT OF
WORK: �, a, rn
PARCELS 2, 3 AND 41 950 RANCHO SANTA FE ROAD. ENCINITAS CALIFORNIA. WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH J
�`
PREPARED BY NORTH COUNTY COMPACTION DATED MARCH 2, 2000. RUN OFF PRODUCING RAINFALL. 2. FOR ANY QUESTIONS REGARDING THE MARK-OUT OF UNDERGROUND
o 2 SI TE
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL UTILITIES, THE CONTRACTOR SHOULD CONTACT THE RESPECTIVE UTILITY
°0
SHALL BE CONSIDERED AS PART OF THE GRADING PLAN. ALL GRADING COMPANY: J
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN °�
SHALL BE DONE N ACCORDANCE WITH THE RECOMMENDATIONS AND UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH w
rr TH CO CD
SPECIFICATIONS CONTAINED IN SAID REPORT. MAY ARISE. SEWER-CARDIFF SANITATION DISTRICT (760) 633-2770 o ST.
= Nf JACK ROAD 00
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, E RESPONSIBLE AND SHALL TAKE NECESSARY
LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS 6. THE CONTRACTOR SHALL B GAS & ELECTRIC- SAN DIEGO GAS & ELECTRIC (800)
422-4133 2 Q
WITHIN THESE SHALLTBEIG REQUIRED IN CONJ CONJUNCTION WITH IMPROVEMENT MPLANS.R WATERS CREATE SS ONTO AREAS WHEN IMPOUNDED
CREATE A HAZARDOUS CONDITION. WATER-OLIVENHAIN MUNICIPAL WATER DISTRICT (760) 753-6466
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED TELEPHONE-PACIFIC BELL
(800) 422-4133 VICINITY MAP
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO GRADING PLAN SHALL BE INCORPORATED HEREON.
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING 8• GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY CABLE TV-DIMENSION
CABLE (800) 422-4133 NOT TO SCALE
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION
EXISTING PRIOR TO GRADING. FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
2• CONTRACTOR SHALL NOTIFY THE CITY
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT ENGINEER'S
OFFICE HOURS
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PRIOR TO BEGINNING ANY WORK
ON THIS PROJECT. PHONE: (766 0)
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER 633-2770.
SURVEYOR. DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL INSPECTION. PHONE: (760)633-2770. ALL WORK PERFORMED WITHOUT
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO BENEFIT OF INSPECTION WILL BE
SUBJECT TO REJECTION AND REMOVAL.
STANDARDS, LAWS AND REGULATIONS, NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE SEDIMENT ACCORDANCE
OF OF
CALIFORNIA DEPARTMENT OWNER'S CERTIFICATE:
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS OF CONSERVATION.
AND CITY RECOGNIZED HOLIDAYS. HAS(WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
MEETING HAS BEEN HELD ON SITE WITH THE FOLLOWING PEOPLE PRESENT: LEGEND: SYMBOL
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING J� V� ENVIRONMENTAL NOTES:
CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING PROPERTY LINE - - MAJID KAAARRATI
(760) 633-2770. 1. THE STEEPEST EXISTING NATURAL SLOPE ON SITE IS ____ 2:1__-
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY HYDROSEED MATERIALS: (EXCLUDING EXISTING MAN MADE 2:1 SLOPES).
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER EXISTING CONTOUR ._--- 2 7 0 ,......_--
SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS __5___
AND THE MAXIMUM
THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL FINISH CONTOUR 108 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED
VERTICAL HEIGHT OF FILL
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE:
REGARDS TO THE HAULING OPERATION. A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. VOLUME OF CUT (Cu. Ft.)
_ 118800 (Cu. Ft.) 1 .66'
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT
SD CLEANOUT O B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS 3. A.) AVERAGE DEPTH =
BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT OF
CUT AREA OF CUT Sq. Ft. 71474 (Sq. Ft.)
SECURITY, AN AS-GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE DAYLIGHT LINE 11-11- CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY B.)
AVERAGE DEPTH = VOLUME OF FILL (Cu. Ft') - 118800 (Cu. FQ 2.58'_
GRADING UNDER PERMIT NO. 5840-G HAS BEEN PERFORMED IN SUBSTANTIAL ENGINEER. OF FILL AREA OF FILL (Sq.
Ft.) 46147 (Sq. Ft.)
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE CUT AND FILL LINE 0 O 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL
AT
ATTACHED AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH CUT SLOPE y y 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
GRADING OPERATIONS. 1. SEED MIX SHALL CONSIST OF NO LESS THAN:
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS A. 20 LBS. PER ACRE OF ROSE CLOVER
FILL SLOPE B. 20 LBS. PER ACRE OF ZORRO FESCUE
ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND C. 3 LBS. PER ACRE OF E SCHOOL CIA CAI_IFORNICA
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED DRAINAGE PIPE D. 4 LBS. PER ACRE OF ALYSSU A (CARPET O
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW)
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS F. 1/2 LB. PER ACRE OF DIMORPHOLECA LEGAL DESCRIPTION:
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN CATCH BASIN (12"X12") a G. ITEMS C, D, E, AND F OF THIS SUBSECTION MAY
BE
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED PARCELS
1,2,3 &4 OF PARCEL MAP 18322, IN THE CITY OF ENCINITAS,
ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORTS AND THAT TYPE "B" BROW DITCH PER SDRSD D-75 IS NOT VISIBLE FROM EITHER A PUBLIC STREET
OR COUNTY OF SAN DIEGO, STATE OF CALIFORNIA.
ALL EMBANKMENTS AND EXCAVATIONS ARE SUITABLE FOR THEIR INTENDED RESIDENTIAL STRUCTURES.
USE. H. ITEM "A" OF THIS SUBSECTION MUST BE INOCULATED WITH A
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO GRADED SWALE WITH DIRECTION OF FLOW A NITROGEN FIXING BACTERIA AND APPLY DRY
EITHER BY OWNER/PERMITTEE:
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL DRILLING OR BROADCASTING BEFORE HYDROSEEDING.
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TWO BAGS HIGH 00000 I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO
THE JOB SITE MAJID KHARRATI
SANDBAGS
TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO (TWO IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT G
06 3151 PALM STREET
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, SAN
DIEGO, CA 92104
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN RIP-RAP PER SDRSD D-40 OR PRINTED ON SAID CONTAINERS.
INSTALLED. J. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE K&SEMG111EERINO
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FH HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. K&SENGINEEFiING
SITE ADDRESS:
FIRE HYDRANT -PER OM W D SPECS . COQ 7801 l w3bnCenterCMA 919. 100
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER San Nqo,Ca.
92108(619)296.5565
ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR 950
RANCHO SANTA 4 ROAD
BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE DRIVEWAYS G-14 �•> :. HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS
USED IS MUST ENCINITAS, CA 92024
PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO
SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN APN:
264-142-0800
SCARIFIED TO A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM NEW AC PAVEMENT 50% OF THE STRAW INTO THE SOIL.
OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH EAR
THWORK QUANTITIES:
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE SOILS ENGINEERS STATEMENT: 15% SULPHUR APPLIED AT THE RATE OF 500 LBS. PER ACRE.
WITH SPECIFICATIONS. 4400 CUT: _______________________ co
_-__-- CUBIC YARDS
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE - A REGISTERED AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING
BY: ��p} 1
TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES 1, _�_P�--_-Q•_ ----------- FILL: ______�________-__
4400----- CUBIC YARDS rn
OR EXCAVATIONS AND EMBANKMENTS SHALL BE SLOPED, PLANTED AND CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING 1. ROUGHENING THE SURFACE
TO BE PLANTED BY ANY OR A COMBINATION OF:
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT
�+
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS "
- EXPORT: ____ O CUBIC YARDS rn
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO A. TRACK WALKING SLOPES STEEPER THAN 6:1. w 6*
�7pW co
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF B. RIPPING
AREAS THAT WILL NOT BREAK UP USING ITEM "A" ABOVE. * a 00
OL-63- ov__ ____- AND �?__� o --_--. ONE COMPLETE COPY sr � * o
OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING OF SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, 2. CONDITIONING
THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: 9� NOTE: EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES w
ORDINANCE. HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, ONLY.ONLY. (CALCULATED ON
A THEORETICAL BASIS. ACTUAL
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS A. ADJUSTING
THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS).
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE �
BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED SATURATED SEED
BED. CONTRACTOR SHOULD VERIFY EARTHWORK QUANTITIES PRIOR TO GRADI
WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. IN THE GRADING PLANS AND SPECIFICATIONS. B. COVERING SALE SOILS TO PROVIDE
VIABLE CONDITIONS�FOR NGROWTH. a
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE DECLARATION OF RESPONSIBLE CHARGE:
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
TZ
SUCH MATERIAL. SIGNED: __ c _ _�__�__ DATE: Z3 ZODL1
----- THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDED IS I HEREBY DECLARE THAT I AM THE ENGINEER
OF WORK FOR THIS PROJECT. o
__ e THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL
G.E. NO.: � a �,� � _ THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE
a
EXPIRATION DAT
a� G� SECURITY RELEASED. PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
w
_ _____ ,c
COMMUNITY SERVICES ND. 713 ��� ��.E CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
u
Exp. 9/30/01 rn REFERENCE DRAWINGS: SECTION 4215/4217 OF THE GOVERNMENT I UNDERSTAND THAT THE CHECK OF PROJECT
DRAWINGS AND SPECIFICATIONS
IEWED BY: �� K&S ENGINEERING CODE REQUIRES A DIG ALERT IDENTIFICATION BY THE CITY OF ENCINITAS IS
CONFINED TO A REVIEW ONLY AND DOES NOT o
(p 0;0 �cH�®V�°� w o Planning Engineering Surveying PARCEL MAP 18322 NUMBER TO BE ISSUED BEFORE A
RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR THE
DATE "PERMIT TO EXCAVATE" WILL BE VALID. PROJECT ESIGN. W
GRADING PLAN 0181 -G OF TPM 97-295 PER YOUR DIG ALERT I.D. NUMBER CALL �i
ENCINITAS: FIRE PROTECTION OLIVENHAIN MUNICIPAL WATER DIST. CARDIFF SANITATION DISTRICT
UNDERGROUND SERVICE ALERT S_ZQ_00 v
- - - ----------------- DATE: ----------- r
REVIEWED BY: REVIEWED BY: REVIEWED BY: (619)296-5565 7801 Mission Center Court, Suite 200 �'� -4W KAM
S. EIS R.C.E. 48592
�J� 5/221 5, ,pp San Diego Ca. 92108 TWO WORKING DAYS BEFORE YOU DIG EXP. 6 30 00 V)
p DATE DATE DATE D -If V_
REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY: DRAWN BY: CHECKED BY: APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0.
AS Nip.\.S\ J.Z5 J.'-5 DESCRIPnoN: COUNTY BENCH MARK No. PLANS PREPARED UNDER SUPERVISION OF: RECOMMENED APrOVED GRADING
AND EROSION CONTROL PLAN FOR: z
vv OC 0073-CHIS. SQ IN TOP OF //
HEADWALL HORIZONTAL: N A DATE 5_ZQ.ocU BY. M � aG�
LOCA71ON S.W. CORNER EL CAMINO DEL NORTE BY: PARCELS 1 , 2 , 3 8C 4 5840_G Z
& RANCHO SANTA FE ROAD. R.C.E. NO. : 48592 1-17-00
RECORD FROM C.S.D VERTICAL CONTROL VERTICAL: N A BY � C�� AMAL S. IS DATE: �/ JAI nil DATE: �0 MAP
N O. 18322
ELEt. 119.476 DATUM: U.S.C. & G.S. S- Z'Jj-2000 EXP. D6-30-2000 WORK PROJECT N0. TPM 97-295
SHEET OF 2 BUIL -FS
9X
\\ ALL TREES ALONG FRONT PROPERTY LINE TO BE
PROTECTED IN PLACE . I 24'
y PARCEL 1 C3
SWALE I I DRIVEWAY I E CD
0
=0.5' N
VAR. 1, VAR. PARCEL 3
- - \ BLADED SWALE �
R=1 E
CD
PROPOSED 6" WATER MAIN SEC110N B-B ' d
WTH/// 2500 PSI AIR PLACED CONCRETE c
OD
\ S1 6+66.01 SEC110N A-A BARS PLACED VERTICAL YO& S ACED
,/, 1i� C L 16' DWY. PER DRIVEWAY DETAIL
USN 0 12" O.C. EMBED BARS INTO DITCH 4".
i X 50 I sDRSD c-14 TOP OF FILL SLOPE BERM DETAIL NOT TO SCALE
,ta t U-) 1 t �`. \ \\ C t NOT TO SCALE M
6+93 .76 2500 PSI AIR PLACED CONCRETE
\ C/L SPLASH WALL WITH 13" LONG #4
1 j INSTALL FIRE HYDRANT ASS'Y ULTIMATE GRADIN
WX18" I PER OMWD SPECS. (FUTURE) BARS PLACED VERTICALLY & ACED
I ! 1a0 139.50TG \ R/W R/W 0 12" O.C. EMBED BARS INTO DITCH 4".
35' 35'
138.001E � \ '� 6"
t ! VARIES VARIES
! ! 34
x
SOUND WALL PER APPROVED
TENTATIVE MAP- A10-r TO
! 90.49LF-10"PVCO2.8% �� ExC68D (v ' I Ar 146,6,W T
i ! ° INTERIM GRADING 2% 2% 2%
24 WIDE PRIVATE o
.:
-
76FL �� a fi - •u - ., - m _ a � N
1 a�D AaD ,
2%
x I MAP 18322 v. PAD -- 2%
� TING 16" WATER LINE N AN 6" THICKENED EDGE--4
I I EXISTING RANCHO STA FE ROAD (80TH SIDES)
RESIDENCE 24 1 "P 8% 1. \ NOT TO SCALE
j 135. \ SOUND BERM
X18 ..••.� "�X
f r ( % 2500 PSI, AIR PLACED
66.6 1 P 01.5
- 7 \ CONCRETE WITH 1 1/2" X 1 1/2" "
jf I i AIML 1I 17 GAGE STUCCO NETTING. 4" THICK 2500 PSI AIR PLACED CONCRETE
FF
34. 1 - rc A CUT O WALL 0 END SECTION.
1 a ! 4 18X16 yet`
51 • � j j � �, "yJ"' i
i f E ST. 6"P SD �6,_ 4
}, I iCONNEC TO EXIST. END SECTION do SPLASH WALL DETAIL
SEWER TERAL
! EXISTJG 0' DE FEST
ROAD! EA T P DOC. c
i NUMdER 1 47 5 RE OR ED ILL
I 10-10-6 143. _ _ _~ - �S� \� 35' IRREVOCABLE OFFER
` l \ _ \ c OF PUBLIC R/W DEDICATION
31.5 -6"P / \\ SO TFP DOCUMENT NO 93-868125
133.751
18"x1 I i ;It ----- � � � �q� 1 GRAPHIC SCALE.
0 15 ao so 110
1 �i tau -�•-s.;4 t °-..,,... I � �c
i S r I ROSEED ILOPE 1�Q
4 SEESDE AIL I
�� I FL=14l. PAR 4 j
J ' I I J � 6 I ( IN FEET )
2 I p I p0 1 inch = 30 ft
4-- P .5 / a
12"PVC01.5 I I I I \\
2-40 t L.F. of A I A rl P CEL 3 "/� I °° 2+27.66
160. x R E� I l ISTING SEWER i i x 1 f a I c \ i
X ; i LATERAL TO j P =1 9.0 ° ri 11 j PARML 4 \ \ a SDRSD G-14 PER
BE REMOVED. PAD-123.0 v �
PRIVATE SEWER & i�' i r= A A 12� 5 HYDROSEED SLOPE
qqkk DOG. EASEMENT • I \ \
? fIER DOG. N0. 199 81426 I W
-'""--
\jj P�.p 1 t ! ( I! ( N �,..✓,�
15 { L j I f' + f I' i IgRVS I NOTE: ALL TREES WITHIN GRADING LI TO BE REMOVED. y� \
1VP� AJN t I I 31 1L4 ;r HYDROSEED SLOPE
MAP 26 1 ERvICE I z II I /o r ._.w I II f/ gRoW �ITG �FyA�
f i B CK 81 I i 4 PVC It / D-75 TYPE B I.j
4 S wig S' cc(( �
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LO
TYP. I' _ SEWER SERVICE 0�\ to
�..,. -
�f 18.OLF�4 P \ " \ ' y.:
t'•+31 t0
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SEWER SERVCE
�-
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123.5 IE
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112.94 IE j T t S C f 0 W -II 1n�\99
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B C � iP 18 60
- - - - - - - TAI IE _
+56 E PVC SE MAIN PE OF 1
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- - - - -- L ---� XISTING 5' PRIVA F _ 118.00
GGNG � � 5 � - - - 'tau IF �'-,�,_ •�_ �-"_ iION 0 OUNTY STREET -
0
6 I } EWE 130.00 - - 101684 R ySN
ER ARCEL MAP 83 �\
EXIST:4'--kADE D R GE OR THE BENEFIT G AND TS pER VACCA ESEM3N2TS" 1239
_ _�• ___ - CHANNEL EL 1,2 AND 3.
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x ! E L0 j5 11 2s ss L177 � � �, I � L07 j�oNC 1 ��1� �J2 �j .._._. 9 ,.••-- -�`��-._
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