1998-5693 G (Plans) WORK TO BE DONE
GRADING NOTES
A. GENERAL 2
SURFACES T OPROVIDE IVE AND PREVENT PONDING LEGEND
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. OF WATER. HE /SHE SHALL CONTROL SURFACE WATER AND AVOID CERTIFICATION
TAG ATTACHED TO, OR PRINTED ON
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SAID CONTAINERS.
ROAD R.O.W. - - - - - --
CONSTRUCTION. THE DE51GN CONSTRUCTION STANDARDS OF THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION
CITY OF ENGINITAS AND THE SAN DIEGO AREA REGIONAL OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT J. NON -PHYTO
-TOXIC WETTING AGENTS MAY BE ADDED TO PROPERTY LINE -- -- - - --
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM DRAINAGE AND ER05ION GONTROL MEASURES HAVE BEEN THE HYDR05EED SLURRY AT
THE DISCRETION OF THE
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY INSTALLED. CONTRACTOR. NEW RET. WALL
SITE REQUEST FOR INSPECTION.
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND 2. TYPE 1 MULCH APPLIED AT THE RATE Of NO LE55
THAN 2.000 EXIST. ASPHALT PAVEMENT
2. APPROVAL Of THI5 PLAN DOES NOT CONSTITUTE APPROVAL OF FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD LBS. PER ACRE.
TYPE 6 MULCH CSTRAW) MAY BE SUBSTITUTED
N SIZES. LOCATION AND TYPE OF DRAINAGE FACILITIES. NOR OF SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE ALL OR PART,
FOR HYDRAULICALLY APPLIED FIBER MATERIAL. EXIST. CONTOURS - - - - 300 - - --
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE WHEN STRAW 15 USED IT
MUST BE ANCHORED TO THE SLOPE BY
9th APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN SURFACE UPON WHICH THE FILL 15 TO BE PLACED. LOOSE FILL MECHANICALLY
PUNCHING NO LE55 THAN 50 Z OF THE STRAW INTO DRAINAGE PATH 0.09 STR, CONJUNCTION WITH IMPROVEMENT PLANS. AND ALLUVIAL SOILS SHALL BE
REMOVED TO SUITABLE FIRM THE SOIL.
NATURAL GROUND. THE EXP05ED SOILS SHALL BE SCARIFIED TO NEW CONTOUR5
8th ST 3. WRITTEN PEPM155ION SHALL BE OBTAINED FOR ANY OFF -SITE A DEPTH OF G' AND THEN COMPACTED TO A MINIMUM OF qO 3.
FERTILIZER CONS15TING OF AMMONIUM PHOSPHATE SULFATE. 16 -20 -0.
GRADING. PERCENT. IT SHALL BE THE CONTRACTOR'5 RESPONSIBILITY TO WITH 157 SULPHUR APPLIED AT THE RATE OF 500 LBS.
NEW ASPHALT PAVEMENT
/ PLACE. SPREAD, WATER AND COMPACT THE FILL IN STRICT PER ACRE.
4. CONTRACTOR SHALL TAKE ANY NEGE55ARY PRECAUTIONS REQUIRED ACCORDANCE WITH SPECIFICATIONS. NEW BUILDING
8 th ST TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. 4. GUT AND FILL SLOPES SHALL BE GUT AND TRIMMED TO FINISH
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR AREAS TO BE HYDR05EEDED SHALL BE PREPARED PRIOR TO NEW CONCRETE
K"SPE REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CRO55 HYDR05EEDING BY:
"
(ry SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS NEW TOP OF CURB ELEV. TG 100.50
Q 5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE 1,
ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A + FINISH SURFACE ELEV. F 100DO
BENCH MARK WHICH 15 DISTURBED OR DESTROYED SHALL BE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY COMBINATION OF:
OR ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER EGOS A STONES.
EXCAVATION ORE EMBANKMENT SLOPES WHICH OR ARE A. TRACK WALKING SLOPES STEEPER THAN 6:1.
A LICENSES LAND SURVEYOR. LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN B. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 'A'
ABOVE.
G. THE CONTRACTOR SHALL DESIGN. CONSTRUCT AND MAINTAIN ALL ACCORDANCE WITH THE GRADING ORDINANCE.
SAFETY DEVICES. INCLUDING SHORING. AND SHALL BE 2. CONDITIONING THE SOILS 50 THAT IT 15 SUITABLE FOR OWNER/FERMTTEr
y RESPONSIBLE FOR CONFORMING TO ALL LOCAL. STATE AND 5. ALL TREES, BRUSH. GRASS, AND OTHER OBJECTIONABLE MATERIAL PLANTING
BY
S FEDERAL SAFETY AND HEALTH STANDARDS. LAWS AND SHALL BE COLLECTED. PILED OR OTHERWISE DISPOSED OF OFF GUILLERMO
A. TOMASZEWSKI
�lL 5th STREET REGULATIONS. THE SITE BY THE CONTRACTOR 50 AS TO LEAVE THE AREAS THAT A. ADJUSTING THE SURFACE 501L
M015TURE TO PROVIDE A
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE DAMP BUT NOT SATURATED SEED BED.
7. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF C1 /2) MILE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF B. THE
ADDITION OF 50IL AMENDMENTS. PH ADJUSTMENT.
OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND LEACHING OR COVERING
SALINE SOILS TO PROVIDE VIABLE
BETWEEN THE HOURS OF 5 :30 P.M. AND 7 :30 A.M. NOR ON CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. CONDITIONS FOR
GROWTH. ASSESSORS PARCEL NUMBER
El two SATURDAYS. SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 265- 3q0 -45
D. EROSION CONTROL HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS
8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING GROWTH UNTIL THE PROJECT 15 PERMANENTLY LANDSCAPED OR. FOR
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE 1. IN CASE Of EMERGENCY WORK 15 REQUIRED, CONTACT
AREAS WHERE HYDROSEEDING 15 THE PERMANENT LANDSCAPING. UNTIL
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER. GUILLERMO A. TOMASZEW5KI AT C760) 753 -4094 THE PROJECT 15 COMPLETED AND
ALL SECURITY RELEASED. LEGAL DESCRIPTION
GRADING CONTRACTOR AND PERMITTEE, THE PREGRADE MEETING
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE ENVIRONMENTAL
DATA PARCEL 3 OF MAP NO. 17075
ADVANCE BY CALLING (760) 633 -2770. AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
VICINITY MAP NEGE55ARY MATERIALS SHALL BE STOCKPILED ON SITE AT 1)5TEEPEST EXISTING NATURAL SLOPE ON -SITE = 507.
NO SCALE q. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE TEMPORARY DEVICES WHEN RAIN 15 IMMINENT. 2)MAXIMUM VERTICAL DEPTH OF GUT = 11
FEET
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED 3)MAXIMUM
VERTICAL DEPTH OF FILL = 2 FEET
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
CITY ENGINEER MAY IMP05E WITH REGARDS TO THE HAULING VOLUME OF GUT __ 375 OF
OPERATION. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 4)AVERAGE DEPTH OF GUT = AREA OF GUT 1000
SF = 0.4 FT
TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
10. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING AFTER EACH RUN -OFF PRODUCING RAINFALL. VOLUME OF FILL _ ql CF
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL 5)AVERAGf DEPTH OF FILL = AREA Of FILL 700 5F = 0.1
FT
RELEASE OF SECURITY. AN A5- GRADED CERTIFICATION SHALL BE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
PROVIDED STATING: 'THE GRADING UNDER PERMIT NO. 5683 -G MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO EARTHWORK
MA5 BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE AN INCOMPLETE GRADING OPERATION OR UNFORESEEN
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS CIRCUMSTANCES WHICH MAY ARISE. GUT = 375 G.Y.
GRADED PLAN'. THI5 STATEMENT SHALL BE FOLLOWED BY THE G. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO GERTIFIES FILL = 375 G.Y.
SUCH GRADING OPERATION. NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. EXPORT = 0 G.Y.
B. NOTIFICATIONS 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
GRADING PLAN SHALL BE INCORPORATED HEREON. OWNER'5 GERTIFIGATE
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A CWE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK HAS BEEN OR WILL BE RETAINED
TO SUPERV15E OVER ALL GRADING AGTIVITY
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN DAY. AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
ON THESE PLANS. HOWEVER: q. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE � ? J
THE CONTRACTOR 15 REQUIRED TO TAKE DUE AT THE END Of EACH WORKING DAY WHEN THE FIVE C5) DAY RAIN U'
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING PROBABILITY FORECAST EXCEEDS FORTY PERCENT C40 X). SILT �� DATE: 72/ZO
UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. SIGNATURE
IT 15 THE CONTRACTOR'S RESPONSIBILITY TO CONTACT GUILLERMO A. TOMASZEWSKI
THE FOLLOWING OWNERS OF SAID UTILITIES OR 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
STRUCTURES PRIOR TO ANY EXCAVATION, FOR EFFECTIVE COVERAGE OF GRADED SLOPES CqO 9. COVERAGE) PRIOR DECLARATION OF RESPONSIBLE CHARGE
VERIFICATION AND LOCATION OF UTILITIES AND TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH
NOTIFICATION OF COMMENCEMENT OF WORK: PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 1 HEREBY DECLARE THAT I AM THE
ENGINEER OF WORK FOR TH15 PROJECT.
OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE THAT I HAVE EXERCI5ED RESPONSIBLE CHARGE OVER THE DE51GN OF THE
A. SEWERS - CGARDIFF SANITATION DISTRICT) 1 -760- 753 -0155 OF CALIFORNIA DEPARTMENT OF CONSERVATION. PROJECT AS DEFINED IN SECTION
6703 OF THE BU51NE55 AND PROFESSIONS
B. SAN DIEGO GAS + ELECTRIC 1 -800- 422 -4133 E. HYDROSEED
CODE. AND THAT THE DESIGN 15 CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS
G. WATER C SAN DIEGUITO WATER DISTRICT) 1 -760- 633 -270q 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE BY THE CITY
OF ENGINITAS 15 CONFINED TO A REVIEW ONLY AND DOES NOT
GRADED G :1 CHORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY RELIEVE ME. AS ENGINEER OF WORK. OF MY RESPONSIBILITIES FOR
PROJECT OFE S/p
D. PACIFIC BELL 1 -800- 422 -4133 ARE` DESIGN. P\A R A F
E. GABLE TV - CDIMEN51ON GABLE SERVICES) 1 -800- 422 -4133 A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. FILM CFLORE5.LUND
+ MOBAYED) �<,
CONSULTING ENGINEERS r"
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE 6362 FERRIS
SQUARE. SAN DIEGO 12 a
HOURS PRIOR TO BEGINNING ANY WORK ON THI5 PROJECT. 15 NOT SUBJECT TO EROSION DUE TO THE EROSION CALIFORNI . q 121
RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY
PHONE C760� 633 -2770. BYE DATE g /q /98 Expires
THE CITY ENGINEER.
CSIGNAT E) 6 30 2000 �
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON GALLS FOR
INSPECTION. PHONE; C760) 633 -2770, 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL ROE: NO. 36812 EXP.
DATE: 6/30/2000 AV\
AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDR05EEDED
ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE GROWTH. SOILS ENGINEER CERTIFICATE A
SUBJECT TO REJECTION AND REMOVAL. 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: I. STEVEN NORRIS A REGISTERED CIVIL
ENGINEER IN THE LLI
C. GRADING STATE Of CALIFORNIA. PRINCIPALLY DOING BUSINESS IN THE FIELD OF
1. SEED MIX SHALL CONSIST OF NO LE55 THAN: APPLIED 501L MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF
Q
1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED A. 20 L55. PER AGRE OF P05E GLOVER THE 501L CONDITIONS PREVALENT
WITHIN THI5 51TE WAS MADE BY ME OR
SOILS ENGINEER OR UNDER 1I5 /11ER DIRECTION. HE /511E SHALL B. 20 LBS. PER ACRE OF ZORRO FESCUE UNDER MY DIRECTION THE
DATE OF MAY 18, 1gg8. 0
OBSERVE AND TEST THE EXCAVATION PLACEMENT AND COMPACTION G. 3 LBS. PER ACRE OF E SCHOOL CIA GALIFORNIGA ONE COMPLETE COPY
OF THE SOILS REPORT COMPILED FROM THIS STUDY,
OF FILL5 AND 13AGKFILL5 AND COMPACTION Of TRENCHES. D. 4 LB5. PER ACRE OF AGHILLEA MILLEFOLIA WITH MY RECOMMENDATIONS, HAS
BEEN SUBMITTED TO THE OFFICE OF THE 2
HE /5HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL E. 3 LBS. PER ACRE OF ALYSSUM CCARPET OF SNOW) CITY ENGINEER. FURTHERMORE.
I HAVE REVIEWED THESE GRADING PLANS D
DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON F. LB. PER ACRE OF DIMORPHOLECA AND CERTIFY THAT THE RECOMMENDATIONS
INCLUDED IN THE SOILS REPORT df 0
COMPLETION Of GRADING OPERATIONS HE /5HE SHALL STATE THAT G. ITEMS G. D. f. AND F Of THIS SUBSECTION MAY BE FOR THIS PROJECT
HAVE N INCORPORATED IN THE GRADING PLAJ1,5 AND V) t0
California Council Of Civil Enraineera &Land Surveyors OBSERVATIONS AND TESTS WERE MADE BY HIM /HER OR UNDER OMITTED ON LOCATIONS WHERE THE
AREA BEING SPECIFICATIONS. ` �`'c`•
P af �. q
Construction contractor agrees that in accordance with generally accepted construction 0i
H15/HER SUPERVISION AND THAT IN 1I5 /HER OPINION, ALL HYDROSEEDED I5 NOT VISIBLE FROM EITHER A p EN N
practices, construction contractor will be required to assume sole and complete responsibility EMENEEMMi
for job site conditions during the course of construction of the project, including safety of all EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN PUBLIC
STREET OR RESIDENTIAL STRUCTURES. SIGNED aQ ��� h9 <':t � z 1.1101 �7RAD
persons and property; that this requirement shall be made to apply contonuously and not be ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL
H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED °' r zi I G PLAN :D
limited to normal working hours, and construction contractor further agrees to defend, indemnify WITH A NITROGEN FIXING BACTERIA AND APPLIED
RGE NO. -- No. 47672
and hold design professional harmless from any and all liability, real or alleged, in connection EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR
47672
s Exp. 12
with the performance of work on this project, excepting liability arising from the sole negligence INTENDED USE. DRY EITHER BY DRILLING OR
BROADCASTING BEFORE EXP. DATE 12/99 1/ " J
or uses HYDROSEEDING. W ` FILM PROJ CT NO.
OMMM of design professional. M"AL WATER DISTRICT ENCINITAS FFIE DEPT. 1. ALL SEED MATERIALS SHALL B DISTPoCT
E TRANSPORTED TO THE �T9T Cfw Q�� a � FLM FLORE& WND & MOMYED Gaa21 r ^ � ' ^
CAUTION: The engineer p re p ar in g these plans will not a responsible for or liable for, JOBSITE IN UNOPENED CONTAINERS WITH THE
CAFOIFF SANITATION �OF CAO� el�II�A CONSULTING ENGINEERS PREPARED BY:
unatharized changes to or uses of these plans. All changes to the plans must be in writing A.
ALVAREZ LLB
CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE / REVIEWS p Y:
and must be approved by the preparer of these plans.
BY' 12.22.98 BY 1 21 - 2 Z -98 BY / - 2( - �� 6362 FERRIS SQUARE SAN DIEGO, CALIFORNIA 92121
W.R.LR1tVD
(619) 546 -1626 FAX (619) 453 -3296 PLOT NQ.: EI kD
DATE DATE DATE .
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT JEE Ef WR APPROVALS CITY OF ENGINITAS
ENGINEERING SERVICES DEPARTMENT DRAWING N ❑, �0
GHI5. SQUARE ON TOP OF HEADWALL S.W. PLANS PREPARED UNDER SUPERVISION OF RECD NDED A OV � ,(L
CORNER INTERSECTION OF EL GAMINO DEL NORTE NONE '
HORIZONTAL Z DATE I G rJ
+ RANCHO SANTA FE RD. SAN DIEGO COUNTY - BYI BYI
GRADING NOTES FOR
VERT. CONTROL O.G. 0073 EL. 119.476 DATUM NONE BYE �'�C' + l Z ' LL'99 R.C.E. NO. � 36812 TOMA5ZEW5K1 RESIDENGE
5693 -G
U.S.G. + G.S. VERTICAL WIL AM RYAN LUND DATEI / 9 1
DATEI -14!19 - APN. 265 - 390-45
DATE ENGINEER OF WORK EXP. 6/30/2000 WORK PROJECT NO. C982G SHEET 1 OF 3
in
KEY NOTES
1 NEW 2' WIDE P.G.G. SWALE. SEE DETAIL THI5 SHEET
17.00 ' 8' GMU GROUT SOLID 0 B
#5.16' O.G.CVERTICAL)
0.5' 8.00" 8.00' 0.5' ° o Q #4.24 O.G.CHORIZONTAL) O2 NEW CURB + GUTTER PER R.5.D. G
-2 TYPE 'G'
12• 12" 21 MAX 4 .5
2 2 :1
YP.) 27 MAX. 5' PROFILE 3 AG 27. � GRADE EXIST.
2z ►RI 2q MM. CT INSET MAP - BOUNDARY DETAIL O3 NEW A.G. DIKE PER R.5.D. G -5 TYPE 'B'
f
i MATCH EXIST. - E TYPICAL U
GRADE TYPIGAL
4` l . ~ #7 16OG SCALE 1 - - O ® SAWGUT TO A STRAIGHT LINE. 12" INTO EXIST. AG
ROAD
%/� 6" `" NEW AG #5.24' O.G.CHORIZONTAL)
'�` � ���� CURB PER EXI57. GRADE b
•
4' GL. 2 (TO BE R.S.D. NEW CURB + G -5, �y �
o a �5 BROW DITCH PER R.5.D. D -75 TYPE - A•
rte- S
560-0 -2500 GUTTER PER 5UBGRADE COMPACTED #4.24 O.G.
CONFIRMED BY TYPE 'B' 1
R.5.D. G-2 GEOTEGHNIGAL TO 907. MIN. RELATIVE 1.00' FLM \ '�� 43500' 2' WIDE CURB OPENING
TYPE 'G' ENGINEER) DENSITY . ���` �N71� 0
6
�E ,.,_, 3 �'�:
4
b #4.16' O.G. / 4
2 P.C.C. SWALE
B r - = r � O7 SCREEN WALL CN07 RETAINING) )
A TYPICAL CROSS- SECTION OF NEW DRIVEWAY
NTS
5 #5 GONT5. PARCEL 3 " ® NEW RET. WALL PER DETAIL
NTS N OF MAP No. 17075 0
q! , O NEW AG SPILLWAY PER R.5.D. D -22
7 �
5
5.50' o / / 10 REMOVE EXIST. AG CURB ALONG NEW DRIVEWAYCHATGHED)
LEGEND
3 " _
3 a+
NEW RETAINING WALL 43ry - i� o
IIIhIi�II`I = - � o ROAD R.O.W. - - - - - --
NTS
s; NOTE: FOR WALL CALCULATIONS. N� , l Q PROPERTY LINE IC
/ SEE BLDG. PLAN FILE 982141 3 W =
EAf�1 HEN �WPLE ,� ��� w
� '��,7 NEW RET. WALL PER R.S.D. G -1
�Tjy 30.0 > ` J7
E NTS ;, , / / {t Y' _ ` / �i� \ \ w N�30�'43.W \ ` �' `-, NEW AG DICE
FLM CONNECT TO NEW METERS - \�\� NEW CURB + GUTTER
AT LOCATION DETERMINE)
SCALE 1' =20' BY OMWD r EXIST. ASPHALT PAVEMENT
r / / F PROPOSED DRV
t -_-
O
I EV�CY
`
PER D5 -7 w EXIST. CONTOURS - - -aOp -----
MATCH EXIST. /77T w
.GRADE DRAINAGE PATH ..._�
1LEVti l _ BOP 57A 1 +04.50
NEW CONTOURS
GT TO EXISTING N E W ASPHALT PH 7
LINE PER R50 5 -12 • DOG. F/P 88- 529318 REG. OCT 17. 1988
GRAPHIC SCALE
20 t` ' ' ' a ". / r' DOG. F/P 88- 616826 REG. DEC. 2. 1988
iR _� _ `� '/ 9 Q DOG. F/P 90- 495157 REG. SEPT. 11, 1990 NEW BUILDING
0 20 40 i r F \ `
4 '` - :� / ` 1 \�� ` 0 ` DOG. F/P 90- 514558 REG. OG1. 23. 1990 NEW CONCRETE
t *"�
1N lEET - --
1 IIiCAs ZO FT 9+QQ' G a a Z ✓/ NEW BROW DITCH PER R5D. D -75 - r - --
1 'Il , f - - -- _�,-- ,- ' =`�:� \ q /) r r r' ; Q NEW FlNISH SURFACE ELEV. 100.00
F
1 -- ' -�-`�- �ti� `� �`` �� r � � � y F � i ti KEY NOTE
e \
- _ - _. ry N �� P I� /� t1� i " n/ { 4' SE LIVE
� ` W'CR
�'` , � \� MAP { � + r S/ LEI
-- - -- ,' -
l� r�. 198 198
_ S I r`!; /. 7 ( fj ` f_t`il.
REY 1%92
I - _ 'a, - �� ��-.� _ �"� }✓ -. R' � f/= �, t !/I 1 I ! ! 7 ' 11N '=tiCF
_
N1 [AKAIJr
REPLACE PCC SWALE i
A
'✓ -- ,4 4` � `+ - '� �� i1 �' t
1 WITH
DEEP E ^�ThEN S*LE• SLoIr ; d _ SP € _ ` /I 1 1
sWPLE 2 °lo Mw. ; - 5.0 kZ�. _ `° .� Y PG ` 1+Si:2 ; t ;'.' r 194, 194
I - _ � � •74� *��� 'f4A�'iV�'� 7 1` \. '1@6.79 / � /i ;' �I / t I rj � r` �
'�
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206.3 - e �
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t s .ri
P � r
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ti X3.0_ o _
FFE= 206.50 t ' - -- , , ' I t / r I t
190 190
ctfl tj l r 5
NOTE ALL DMNACE .
# FLOW F ROM e 9 .
lS6EING � f r I AGE l r ' ; f ; +�ttt�fr N .
ftDJ(CCEN7 PROPERTY ' �/ 3 t r fn 196:50 , 2ggg< �3 F5 s �i r r r r r
r . 5 0 G 5 i f t t t
DIRE CTMAWR MOUI�IIS,Y11 N ./ a k i .'; t L04:0OTW . 1Wo50 � 43,�£ � ,. � t ¢ ���� if j r 186
186
9+
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t
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GRDDINCtI / r.
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ELI MINA , f/, ,,,,,,1 t , 182
t a.o I SWALE 7y, 19 .50 FS CTP
/((
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5 ;, 178 �� - -__
- ) , 5 y ,' ,,•s /, If r,'''f ' , 01 IF I/11EMJ
CURVE DATA: 178
GARAGE
_ rte 04. B FFE =196. 1 / , ",,// % �> ,' CDATA AT FACE Of CURB) VE LEN
_. --
20 31 i 4 "bcx�AlN PIPE 11 '/ ,/l ' ,`A;' r '' NUMBER DELTA TAN " RAD ' LEN '
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T 2b5LDPE MfN 7
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fR OPEN SPACE I >' -- "� "'' f ' 174 EVG =END VERT E
_SPACE �, , ,� / G3 85 42'17" 46.39 50.00 74.79 174
ORN +� -_r i ' __ ry L` _
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VPI - VERT. POINT OF INTER.
MAP N0. 17075 G5 79 32'05' 48.27 58.00 80.51 = LP = LOW PON
a 1i0 1707 -__'"' -�� - / f
SWALE, SEE DETAIL t 70�a43' '- --m ,1 / ! - 0 . 33
B THIS SHEET �` ' - ' '� ' / / 1 1 G6 83 08'45" 7.98 9.00 13.06 - HP =HIGH POINT
_Y_- t eqQ W l - ' '� p �'` ` v V 'J G7 90 41'03" 5.57 5.50 8.71 -�
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NEW RETAINING WALL
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1%.50 BW
California Council of Civil Engineers & Land Surveyors.
Construction contractor agrees that in accordance with generally accepted construction
practices, construction contractor will be required to assume sole and complete responsibility E$
4 for job site conditions during the course of construction of the project, including safety of all R Nq A
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persons and property; that this requirement shall be made to apply contonuously and not be vA� y
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limited to normal working hours, and construction contractor further agrees to defend, indemnify G
and hold design professional harmless from any and all liability, real or alleged, in connection
erformance of work on this project, excepting 0 2 I
with the DAT
P P J P 9 arisin 9 from the sole N 6812 I� -11 -98 ��
TYPICAL WALL CROSS SECTION o design professional. Expires G FLM FLM p? OJ 6 ECT NO.
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C NITS CAUTION: The engineer preparing these plans will not be responsible for , or liable for, 6/30/2000 Q
c o�N S - F 1 N EN G I N E E R ? PREPARED BY: u ,
unathorized changes to or uses of these plans. All changes to the plans must be in writing VI •MMll�r
A. Lv
and must be approved by the preparer of these plans. AI 6362 FERRIS SQUARE SAN DIEGO, CALIFORNIA
92121 REV W, Ll1ND `V ^
1619) 546 -1626 FAX 1619) 453 -3296 PLOT NO.: Q C
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE A. ALVAREZ A. ALVAREZ APPROVALS CITY 01= ENCINITAS
ENGINEERING SERVICES DEPARTMENT DRAWING NG, LLL I
REPLACE Pcc SWALES WITH ERi'f /TF/AIIII GHI5. SQUARE ON TOP OF HEADWALL S.W. PLANS PREPARED UNDER SUPERVISION OF RECD 4ENDED
❑V MINOR GRADING PLAN FOR
E pREADRgINS x '99 CORNER IN7ER5E EL O DEL NORTE 1 ' = 2p'
+ RANCHO SANTA „� / / TOMASZEWSKI RESIDENGE 5683 -G
FE RD. FE SAN DIEGO COUNTY HORIZONTAL DATE I � � By, BYI
UES.G. +OG.SOL O.G. 0073 EL. 119.476 DATUM VERTICAL 1 - 4 WILLI RYAN LUND R.C.E. NO. ; 36812 DI DATE
6/30/200 APN. 265 - 390 -45
ENGINEER OF WORK EXP. WORK PROJECT NO. C982G SHEET 2 OF 3
LEGEND
PUBLIC RIGHT -
OF -WAY
50'MIN. DESCRIPTON I QUANTITY SYMBOL
W
.1
8" MIN.
PROFILE STABILIZED CONSTRUCTION ENTRANCE
EXISTING GROUND
PUBLIC RIGHT -OF -WAY
GRAVEL BAGS
2 2K
14'MIN.
PLAN
{
(i PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT -OF-
WAY
STABILIZED CONSTRUCTION ENTRANCE
' ! f
/ �4 A' aIF KEYNOTES
_ �/
Fxi t � L TO DETAILS ON TRI1�5 PROTECTION
REFER
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1
RIP
Y AND LLEN TH P PL
FM
GRAV
SCAL 1 =20' BAGS OVERLAP LAYOUT — / \ v �
O
i \ ONTO CURB REFER TO DETAILS ON THIS SHEET
, , l � �
it
SAND SHALL BE CONSTRUCTED AT TOPS
frrr r' `_ati W MATCH EX15T. /�jj O3 A D B
TOES ALL SLOPES SUCH THAT WILL PREVENT
„., / t 4 r w -- '- a _ 77> PONDED WATER TO FLOW OVER ADJACENT SLOPES.
-GRADE
/ + CONTRACTOR SHALL COMPLY WITH ALL CITY
/ � //7� - '� ��► REQUIREMENTS PERTAINING TO EROSION
+ SEDIMENT CONTROL AND SHALL INSTALL
r - �N '+ ,+ `�• . „ + - ?, 3 FT (0.9 MI MIN. TEMPORARY MEASURES TO PREVENT DAMAGE
- TO ALL ADJOINING PUBLIC, OR PRIVATE PROPERTY.
RUNOFF
CONTRACTOR SHALL FURNISH AND INSTALL
;,,;,F i , _ -- _ `3 .. __ _ -� �, ,� -` `• � `rte- �o O5 ADDITION
1 ADDITIONAL EROSION CONTROL DEVICES
GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS AS REQUIRED BY CITY OR OWNER IN ADD
7
r4rr r t ----- � +' - r 1 4 + 'U ACTS AS SPILLWAY WITH ENDS OVERLAPPED TO THE DEVICES
SHOWN ON TH15 PLAN.
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GRAVEL
BAGS
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k
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r i / e °° "` _ ° \ a r p � I ;
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OPEN SPADE \ (t - -- - \ c� - � < / J
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California Council of Civil Engineers & Land Surveyors.
Construction contractor agrees that in accordance with generally accepted construction 06 C3
practices, construction contractor will be required to assume sole and complete responsibility N N
for job site conditions during the course of construction of the project, including safety of all R
persons and property; that this requirement shall be made to apply contonuously and not be �p y z
0
limited to normal working hours, and construction contractor further agrees to defend, indemnify v G y
€-1 v--€
and hold design professional harmless from any and all liability, real or alleged, in connection d
W I
with the performance of work on this project, excepting liability arising from the sole negligence 12 *
DA TE_ _J
of design professional. Expires FLM NO bi v
CAUTION: The engineer preparing these plans will not be responsible for , or liable for, 6/30/2000 ma' um a
O LT i�0111�Y1� �-
unathorized changes to or uses of these plans. All changes to the plans must be in writing CNSU 1 N G G
EE PREPARE 6v:
ENIN
RS E y
and must be approved by the preparer of these plans. Q��p
1619) 546-1626 FE RRIS 6 -1626 S QU AR E I AA4 DIEGO. CALIFORNIA 92121 REV �.RI�d�ID `� T
PLOT .:
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE APPROVALS
P ERMIT Fi L A. A v A. LVA CITY OF ENCINITA ENGINEERING SERVICES DEPARTMENT DRAWING N❑. �0
A C-H15. SQUARE ON TOP of HEADWALL 5.W. PLANS PREPARED UNDER SUPERVISION OF REC ND D A OV ER05ION CONTROL PLAN
FOR=
CORNER AT OF EL GAMNO DEL N HORIZONTAL 1 - 20 ' �I �`I DATE 1 A 1/ BY BY I `� TOMA SZEW SKI RESIDENCE
� RANCHO SANTA SANT FE A FE RD. SAN DIEGO COUNTY Y 5(093 -G
VERT. CONTROL O.G. 0073 EL. 11q.476 DATUM: NONE R.C.E. NO. I 33812 1-,71-7 2
U.5-C. + G.5. VERTICAL WILLIAM RYAN LUND DATEI DATE€ APN. 265 - 390 -45
ENGINEER YORK EXP, 6/30/200 WORK PROJECT NO. Gg826 SHEET 3 OF 3