7908 EARTHWORK S P E C I F CATI 0 N S WORK TO BE DONE
GENERAL: THE IMPROVEMENTS CONSIST OF THE FOLLO''WING WORK TO BE DONE ACCORDING TO THESE PLANS
ALL GRADING SHALL BE DONE UNDER THE DIRECTION OF A QUALIFIED SOILS ENGINEER. ALL AREAS TO BE FILLED SHALL BE PREPARED AND SPECIFICATIONS,
THE CURRENT COUNTY OF SAN DIEGO ENGINEERING DEPARTMENT STANDARD
TO BE FILLED, AND ALL FILLS SHALL BE PLACED IN ACCORDANCE WITH THE "EARTHWORK SPECIFICATIONS" ATTACHED TO THE SOIL SPECIFICATIONS AND
SPECIAL PROVISIONS FOR THE IMPROVEMENT OF SUBDIVISION STREETS
INVESTIGATION FOR THE PROPOSED SUBDIVISION. JOB NO. 70-1847, DATED JUNE 26, 1970, BY WILLIAM S. KROOSKOS AND ASSOCIATES. C AND STANDARD
REFERENCE DRAWINGS .
CLEARING: GRADING SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS AS SHOWN ON THESE
BRUSH AND DEBRIS SHALL. BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. PLANS AND OUTLINED IN THE EARTHWORK SPECIFICATIONS
. ALL GRADING DETAILS WILL BE
FINISH GRADING: 4'-O" IN ACCORDANCE WITH SAN DIEGO COUNTY STANDARD DRAWINGS 208-1 , 209 AND 231 , UN--VARIAP�LE
LESS OTHERWISE SHOWN ON THESE PLANS .
CUT AND FILL SLOPES SHALL BE TRIMMED TO THE FINISH GRADE TO PRODUCE A SMOOTH AND UNIFORM SURFACE OR CROSS SECTION. THE V-01 rlI-Oa II_On
SLOPES OF EXCAVATIONS OR EMBANKMENTS SHALL BE SHAPED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT W 5n -T-
AND ORDERLY CONDITION. ALL STONES, ROOTS, OR OTHER WASTE MATTER EXPOSED ON EXCAVATION OR EMBANKMENT SLOPES SHALL BE CUT BANK -
1 1`12 : 1 MAXIMUM - - - - - - - - - - - - - - - ���
REMOVED AND DISPOSED OF. LC
BACKFILL NOTE: � _ TC' 2
FILL BANK - 1 112 : 1 MAXIMUM- - - - - - - - - - - - - - -
WHERE TRENCHES ARE WITHIN EASEMENTS, SOILS REPORTS SHALL BE SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED SOILS ENGINEER ---- c j_��-------- 3
DOWN DRAIN- - - - - - - -DETAIL+ 3 - - - - - - -
WHICH CERTIFY THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON-SITE EARTHWORK o0 EE 59•p I
SPECIFICATIONS. \ C9 1 - _ _ _ _ _. _ _ _ _ _ _ _ _ _ _ _
1 5s PVC. GRAIN PAD ELEVATION- - /08
PIPE REMOVAL: FINISH ELEVATION - - - - - - - - - - - - -
WHERE AN EX I ST I NG ABANDONED P I PE L I NE I S NOT REMOVED BY THE GRAD I NG OPERAT I ON, I T SHALL BE REMOVED W I TH I N 20 FEET OF BU 1 L_D I NG i YPE W CURE
PVC. TYPE "ff CUR6 EXISTING CONTOURS - - - -- - - - - - - - - - - - - " -
OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS.- IN OTHER AREAS THE PIPE SHALL BE COMPLETELY PLUGGED WITH CONCRETE FE 54.0
OR REMOVED. FINISH CONTOURS - - - - - - - - - - - - - - 2/2
C
DIRT SWALE - - -- - - - - - - - - - - - -�-
GENERAL U T I L T NOTES VIEW 5ECi10N C-C
8", P .V .C . DRAIN - - - - - - - - - - - - - - - - - - - -
EXPLORATION EXCAVATION REQUIRED: NO SCALE NO SCAL-E CATCH BASIN - - - - - - DETAIL_+4 - - - - -
-
CONTRACTOR WILL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION DETAIL �� ^
TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF LOCATION OF EXISTING FACILITIES. " ' L EXISTING CURB AND
GUTTER ELEVATION - - - - 5/.85 T.0
- - - - - - - 5/.39
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM A
SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING UTILITIES EXCEPT AS SHOWN EXISTING GROUND
ELEVATION - - - - - - - - - - - - - - - 2
ON THESE PLANS. - - - - - - - - - - - - - - - - - - - - -
30" u05C- SID
THE RECORDS OF THE FOLLOWING COMPANIES HAVE BEEN EXAMINED AND THEY OWN NO UTILITIES OR STRUCTURES WHICH WILL BE AFFECTED
BY THE PROPOSED GRADING. 3" 24" 3"
SAN DIEGO GAS & ELECTRIC CO: 232-4252, EXT. 1658 'O
PACIFIC TELEPHONE COMPANY: 298-0595 1 I T E A D D R E S S
SAN DIEGUITO IRRIGATION DISTRICT: 753-1145 �� ��
:, ,..._ 0.31 SOUTHWEST CORNER BISHOPGATE ROAD AND PACIFIC HIGHWAY , LEUCADIA .
PROTECTION OF EXISTING UTILITIES: CUTOFF WALL 9" ��� Q J'A.PaM.w/l i/2"Y, i t/2"n GA.
THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AID ANY OTHER LINES NOT OF STUCCO NETTING OP.
'FCG.
RECORD OR NOT SHOWN ON THESE PLANS. ANY PAVEMENT OR OTHER EXISTING SURFACE OR UNDERGROUND IMPROVEMENTS DAMAGED BY THE �4" \ � SECTION 0-0 L
E G A L D E S C R I P T 1 0 N
CONTRACTOR SHALL BE REPLACED AS REQUIRED BY THE COUNTY OF SAN DIEGO ENGINEERING DEPARTMENT. . �\ NO SCALE LOTS 425 AND 426
OF SEA BLUFFE VILLAGE , IN THE COUNTY OF SAN IIEGO , STATE OF CALIFORNIA ,
ACCORDING TO MAP NO. 7274 , ON FILE IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.
SPECI AL NOTES
� LESSEE ENGINEER 0. F wnRK
1 . NEITHER THE OWNER, NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS.` THE CONTRACTOR SHALL Q \�� � 8
DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR GROUT5MOOTI-ITRAN5ITION TPEAOPLATE (STEEL)
LEADERSHIP HOUSING SYSTEMS`, INC . , RICK ENGINEERING COMPANY
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND .HEALTH STANDARDS, LAWS AND REGULATIONS. TREAD PLATE (5TEEL.) TuREAOED 5PIELD w1TU INTO UNDEP.DRAIN
VWx22"x WALK W(OTP 11.750 SORRENTO VALLEY ROAD 5620 FRIARS ROAD
i/q"x22"x WALKWIDTN FLU5u5CREW POUR WITW UNIT(2 �� I3ACK0 F E /(WIDTIIVAP.IC-55EEPLAN) SAN DIEGO, CALIFORNIA
92121 SAN DIEGO, CALIFORNIA 92110
2. THE CONTRACTOR SHALL BE REQUIRED TO NOTIFY THE ENGINEER OF WORK PRIOR TO PERFORMING ANY ROCK REMOVAL OPERATIONS. (won-iVAR1E55EEPLt\ 5u1ELDIN PLACE 2 REQUIRED
EACU5IDE �� 51DE:A� 5.5' TELEPHONE (714) 453-9070 TELEPHONE : (714) 291 -0707
TELEPHONE: 291-0707. 21 SAW CUT -_ ?
EX15T 51DEWALK I--I EX15T SIDEWALK 3" A.PDL I_ - MEET EX/ST. F.L.
3. APPROVAL OF THESE PLANS BY THE COUNTY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE OR J' PCC. N., .. S
O 1 L. S E N GI N E E R S C E. R T I 1 C A T E
PROPERTY OWNER S.PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. - ._
THIS GRADING PLAN HAS BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE IN CONFORMANCE
6PCC.
'•
4. A CONSTRUCTION EXCAVATION OR ENCROACHMENT PERMIT FROM THE COUNTY ENGINEER WILL BE REQUIRED FOR ANY WORK WITHIN \ WITH THE RECOMMENDATIONS
AS OUTLINED IN OUR SOILS REPORT FOR THIS SUBDIVISION DATED JUNE
RIGHT-OF-WAY. \ExPAN51oNJOWT �F EX/ST. CURBt GUTTER 26 , 1970, JOB N0. 70-1.847 .
THE COUNTY 3' IT (6 M(N. 12" 3" PER G 42
5. ALL SLOPES OVER 3 FEET IN HEIGHT WILL BE PLANTED IN ACCORDANCE WITH SAN DIEGO COUNTY SPECIFICATIONS. L3'PCC.
WILLIAM S KROOSKOS AND ASSOCIATES
6. "COUNTY ENGINEER APPROVAL OF THESE PLANS DOES NOT CONSTITUTE COUNTY BUILDING OFFICIAL APPROVAL OF ANY FOUNDATIONS /EXPAN510N JOINT
FOR ST BY: � e�<-- 5 R . C. E . //.�/8 !?ATE : �/ /97�
OFF EXPANSIVE ESOIL COVER AREQUIRED HBYA SECTION E87.403 AND STHREE NFEETTR(3P)ROFA EXPANSIVE WSOIL RCOVER HREQUIRED EBY(SECTION PEP, 2-42 fJET,�iL NO. 3
n
87.410 OF THE SAN DIEGO COUNTY GRADING ORDINANCE. ANY SUCH WAIVER MUST BE OBTAINED FROM THE DIRECTOR OF BUILDING LL EXPOSED COPNEPS 51 TALL 5E POUNDED WITH 1�2' PADIUS M
p
INSPECTION. SECTION E-E DOWN DRAIN
NO SCALE
7. NOISE NOTE:
ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS,
EARTHMOViNG EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE
PERIOD BETWEEN 7:00 A.M. AND 6:00 P.M. EACH DAY, MONDAY THROUGH SATURDAY, AND NO EARTHMQVING'OR GRADING OPERATIONS Will
SHALL BE CONDUCTED ON THE PREMISES ON SUNDAYS OR HOLIDAYS. n
BAT/QU/T0S LAGOON
8. ROUNDING NOTE: PC.C.- " 3' - Q
ALL MAJOR SLOPES SHALL BE ROUNDED INTO EXISTING TERRAIN TO PRODUCE A CONTOURED TRANSITION FROM CUT OR FILL FACES TO ...... LA cwm /8"ROUND
GRgTE 4'FiP9dlE, 41114/LM W "^S BU I LT
NATURAL GROUND AND ABUTTING CUT OR FILL SURFACES. I�B,� 18 I 8 I N
FOUND�Pf' COMP.9NY �`A-POPO
�� �pREW 4t'E. z p
9. IMPROVEMENT NOTE: �jECT"1Oty F-F
IT IS THE DEVELOPER'S RESPONSIBILITY TO INSURE THAT ALL NON-DEDICATED IMPROVEMENTS SHOWN ON THESE PLANS DO NOT Lf7lCAD/A
DAMAGE TO ADJACENT PROPERTY. THE COUNTY WILL HOLD THE DEVELOPER RESPONSIBLE FOR CORRECTION OF NON-DEDICATED IMPROVE- aisuoPCareeo �- t
I Houshm and Aftahi C.E. 18878 Date
MENTS WHICH. DAMAGE OR CAUSE DAMAGE TO ADJACENT PROPERTY. SITE ;oe�
GRANDII'DW :..`t �NILL s y 8u
10. - NOTWITHSTANDING THE MINIMUM STANDARDS SET FORTH IN THE GRADING ORDINANCE AND NOTWITHSTANDING THE APPROVAL OF THESE A A S,41Y CUT ENO
o a -
GRADING PLANS, THE PERMITTEE "IS RESPONSIBLE FOR THE PREVENTION OF DAMAGE TO THE ADJACENT PROPERTY. NO PERSON SHALL ?� D N y
/B"NON-RE/NFORCC4.0 � -
EXCAVATE ON LAND SO CLOSE TO THE PROPERTY LINE AS TO ENDANGER ANY ADJOINING .' 'BLIC STREET, SIDEWALK, ALLEY OR ANY ° > m CONCRETE A/PE
��
OTHER PUBLIC OR PRIVATE PROPERTY WITHOUT SUPPORTING AND PROTECTING'SUCH PROPERTY FROM SETTLING, CRACKING, EROSION, rn ` BiPE 4K OUT
S/OE W9LL FOiP ID/PE
SILTING, SCOUR OR OTHER DAMAGE WHICH MIGHT RESULT FROM THE GRADING DESCRIBED ON THIS PLAN. z
Lim
ESTIMATED GRADING QUANTITIES:
EXCAVATION: 900 C.Y. NOTE: GRADING QUANTITIES SHOWN HEREON ARE ESTIMATED FOR PERMIT PURPOSES ONLY /% I V0. RICK
E N GIN E E R I N G COMPANY
EMBANKMENT: 1875 C.Y. AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES'. PLANNERS • ARCHITECTS • CIVIL ENGINEERS
• LAND SURVEYORS
SHRINKAGE: 1 - d, = 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110•TELEPHONE (714) 291.0707
w .� r : g
VICINITY MAP 4 . L4
NO SCALE M' !N. ' �yjN i P.C.C. LUG 47 P/PE /O/NT
B4CKF/LI ANO TgMP TO 90%
� j COUNTY OF SAN DIEGO -I �COMPACT/ON?,f/0,f TO POUP/NG PCC � EERING DEPARTMENT
SHEETS
OET41L NO. 4 GRADING PLANS FOR:
CA'MI-/ 645 1N SEA BLUFFE TENNIS CLUB
COUNTY APPROVED CHANGES BENCH MARK CALIFORNIA COORDINATE INDEX 330-fGM
No.1 Description Approved By Date OC-0/44 SAN O/E(7O COUNTY v
Description:
1 REV/SEO GR4011 AROUND APPROVED: H.M.TAYLOR En ineerofWork:
PR0r40SE0 BZCXi 7-31-74 Location: / LEUCAD/A AZON HWY. /0 AT A7'8 SF R.R. N. County Engineer
,�i
RE!//SED TENT/S CDURT TO OF 6RAAIOYIEW ST. & HWY. /01 M' WET OF CL OF TRA gy 2 AND p, TANI E.iggTg
/7/'-0"W/DE -13.7 Record From: A 14 COPPER R00 8 S7D. 0/SC. STAMPED OC/44 /968 ,- �% -
ADDED RETq/N/NO WALL El*v: 53.156 Datum: MEAN SEA LEVEL GRADING ��1 4,
Date: °7--d 9-7 PERMIT N0.-_ 1
4 AOOED G"PV.0 4'CATCN BAS/N q-c
RODEO DOWN SPOUT 8 30-74 j-l3 FILE NO.
PROJECT N0. 7/03
i I
BISHOPGATE ROAD
I
k'EMOVE75'-�EXIST. CURB rf rTER d CONSTRUCT
¢ Y iP C� I Srop t-ce e t PCC C,1JlTTER (SEE OETA14 O, 1)�l_ mss° �Iyy��o°�� 5' � L►�70/ /
� �
� /cues o \ C= - -- — _ --- - — -__ --._ _ .. — MIN. J(/o sc�I GE ��"dd
a'ncr ��. \ \/ 5
EXISTING
S� 1 BLOCK WALL VARIABLE
sT �t0NT
04 �
I st , 5 ate - FENL'E 3'
' ., � �sco MlN
I 4''FVC - f ' ¢'ROPOSEl1 sz4t L ;MIT OF
r' b g YAi/AM/ABLE A SLOPE
F,G• 55 9 z
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C'c�URTS
L:R PLAN
/ / I A' . ,cbE �j �i I I �. b I MIN• x (o
4"P.tLOOW saoyur b °�� I Imlk 2q�TG AREAORAINPLATE x I Oaf
/ f pER ctETat er. Q _ ► 5 SLOPE PER PLAN 0' SLOPE PER PLAN
WAAMBRA FOUNDR5) CO
'1 I l f o S��OGrT9 `mss ,�Q
�z a #A 338-¢ FL,SZ9' 0.3 1
- v cam'ORIVEWAY t� L/MIT OF UN IEPCUT
_-__ STA, 25 II 95
I 1 0 /ti w �� FOR COURTS
' ti
G it I D 1 l � � ��' �� I 't� ''�� 9"P1!C
90°BEND !4'PVC,
Q
� t ' SSZt H.P.I I`s4o�• 52,4. x•`14
I l 8 LO �/ , R/OCiE L/NE \ ! BP•EAK OUT BLOCK PO(' SAW CUT ENO OF P/PE AT
r` 3' S -- J ` � 'G• I Q P/PE C c,,I 504/O FACE OF BETA/N/NG WALL
II l l I I f/5C0°� Qt 0- e,r Z� 441 AROV/0 PIPE 54,ry_
G �� 0
+ ,.540C 770N 23- 6
ELEVATION 5NOCVAI ON PLAN
IS N ALE
2' I � �, DETAIL. OF DOWN SPOUT
l I J I I I { \ \ m I \\ ,! \` ' �/' IO" rf p� � NC) ScAL E UNDERCUT /011
Q / /
1 . 1 1 l \ f 1 f XISf. AIA��c /�
�V 1 �' CU y� .� p''� �r L/M/%- 0iG TLGrYPY/.� cooRr
[or--�� _ ru.✓E - t ��' as a yr �� - SHOWN ON PLAN
6 pCC (TYP/Ctl L ) F
5 S8, s4oG 7A1 Z 2 Mf .
°� 5�' SewS&r M TOP OF COURT ELEVA71 x ob o�
� H G r� ffi;- = � ,`y,, .s3sd• �,`�'i ' �O'OE` � G� -
� to
I � A,
•-
STA,/� IDt85.95 L_ SUBGII TO BE COMPACTELP TO A /II/N/MUM /F 90% OF NLAXIMU�vJ
'DRIVElNAY � ORS' DENSITY /N ALCOROgNCE W/rN TkE SOILS REPORT L.__ c/MIT or unr )ERCUr
C/M/T OF UIVIJERCUT �Q/
ec� FOR COURT
2d FOR Cr4TCl/ BAS/N, SEE
�! Q r ' l / J \\ f` I \ 1 �! J NOTE CONSTRUCTIOAl OF TENN/S OETA/L N0.4 ON 9117 NO
f \ ; f 1 \ 1 Q r COURTS lS IVOT A PAer OF THIS LAN,
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DETAIL NQe Houshmand Aftahi R.0 . 18878 Date
la^�L� ` '
o ° o ° i \ �? O \\ a r TOP OF W<tLL NO 5CA -=
L,�
EL ICY 59.a B /Ltd/rl(�'
D• . / 11 \ „/ \y I I o " EX\ TtViCx I I U
�.. C;s29 or 2,:1 ' v
of v �t i I l�l/iQLL
1 I PLANTER SIDEWAtl< PLANFEI? RICK ENGINEERING COMPANY
\9I J I \ 0' \ \ \ \ I '1 I • _ CONCRETE PLANNERS • ARCHITECTS • CIVIL ENGINEERS • LANE)
SURVEYORS
5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110•TELEPHONE. (714) 2910707
58.3_ A I I r a, CAP
DObi/hF DR14t/v Q 1 4 A
- -
\\ s \ IJ SEE DETAIL Q ° \wvaior..vr�..
1
N - \ > \ 5S , l oQ� ' ; ry • o __ P,.YY; 5.4 1
._ --- ': c i - _ _ - - - G SHEET COUNTY OF SAN DIEGO
__
— ENGINEERING DEPARTMENT S
A-
�/I'4� I � �/ 4✓/i.+ -`-- -�- 1�—�-s�`-- -- q — � -- --- - --rC" _ Rv ki TC ✓r.�D ER �{'ti7 //\ /i/ �\ / ii
TS
per Ar �
3,5`i//Gfl 7`YPE TQ, LEYEL SUIs'CH�ROE
N 74°/4'2B"�' E72-73" EAV1571NO SL OPE S' a TM' eO7 L 010,9611Z GRADING PLANS FOR:
l t/ f g PER CO. DtP.4?1- D/NEI &SPEC, STD DGYG.
r �j
R 6c/ 5 It NO 725 SECTION
i EXIST. ELECTRIC EASEMENT f SEA BLUFFE TENNIS CLUB
ELECTRIC LINE TO BE RELOLATEd COUNTY APPROVED CHANGES
i r BENCH MARK C-0144 SAN D/EGO COUNTY 3�0"1��1
No. Description Approved B Date Description: CALIFORNIA COORDINATE INDEX --
REVISED GRA0/N6 AROC/ND APPROVED: H.M.TAYLOR En ineer of Work
1 Tj County Engineer
PROF ED BLS 7-3/-T1 �l3 Location: /N LEUC D/ ALONE NWY. ID/ 4T A.T S. . . . 5 N.E.
f 2 REV/SFD %ENN/S CGYJrPT TO OF GRANOIOEW ST cr NWY/0L'W 1 WEST OF CL OF TRACCA5: BY: U D.AF'f'
I RCE.188�8
/7/'-011WIOE 7.13'7 Record From:: A 14'COPPER R00 eR STD. D/SC STAMCW OC W /9!'08. -
A9UE0 BETA/N/N(i hgLL �i/�1 Elev: 53. /5G Datum: MEAN SEA ZMEL GRADING
ADDED !n"PS!C. j'01gTC# BAS/// P 4-7¢ Date: �` �� PERMIT NO.
40,050 DOWN SPOUT 6-8074 FILE N0.
('EV/SEG SLOPE ON WEST S/OE -�,, Q'37$ r
PROJECT NO. 1T 103