2008-10071 G (Plans) "
- .
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED
SOILS ENGINEER OR UNDER HIS ER E _ _ „,.
/}� I (WE) HEREBY CERTIFY THAT A REGIST`EREU SOILS ENGINEER OR GEOLOGIST HAS. BEEN UR
PRIOR
TO WORKING IN PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT AN ISSUANCE DIRECTION. ME SHE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT
AND ACTION bF FILLS - --- -------- ��__. _.__. .-- _._--------- __�_.... ---- - - - - --
A OF A RETAINED TO SUPER OVER ALL GRADING A
O _ AND BACKFILL AND COMPACTION OF TRENCHES. H%/SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND ACTIVITY
AND AD ON THE COMPACTION AGTtC3N ANi
TOP NOTICE AND DOUBLE PERMI T FEES. IT IS THE REST ONSIITILITY OF THE OWNER TO KNOW ERE WILL DETERMINE THE SUITABILITY OF ANY FILL MATERNAL. UPON
COMPLETION OF GRADING OPERATIONS EXISTING BUILDING TO BE REMt3VED RIGHT OF WAY LINE --� ----� OF THE SITE.
HIS /HER PROPERTY LINE IS. HE jjSHE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM /HER OR UNDER H @S //HER SETBACK
LINE T
SUPERVISION AND THAT IN HIS/HER OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSYRUCTED IN EXISTING PAVEMENT TO BE REMOVED
DATE:
S _.
° ACCORDANCE WITH THE APPROVVEED GRADING PLANS AND THAT ALL. EMBANKMENTS AND EXCAVATIONS ARE EXISTING TREE TO BE REMOVED EXISTING
CONTOUR {T')
�..
•
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN ACCEPTABLE FOR THEIR INTENDED USE. PROPOSED
CONTOUR (1)
AWAY FROM STRUCTURES FOR A MIN. OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES
TO PROVIDE POSITIVE DRAINAGE AND PROPOSED BUILDING DAYLIGHT SIGNATURE:
_
DRAINAGE FACILITY, PREVENT PO�IDING OF WATER. HE,,��SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING - T - RETAINING
WALL - N BCCA N
PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALT_ TAKE. REMEDIAL MEASURES TO PREVENT PROPOSED CONCRETE PAVEMENT
10 1LIM I L NMI HAVE BEENGINSDTALED£AS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL PROPOSED PERVIOUS PAVERS — ,, SITE
WALL PER ARCHITECTURAL PLAN
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. — -A 0" PCC CURB
3, ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL. BE PLACED IN ACCORDANCE PROPOSED GRASS AREA SEWER
LINE 1, JAMES J. STONE A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY
WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BUSINESS
IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AI'v"A
6" PVC STORM DRAIN LINE - -- OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME
OR UNDER MY DIRE+
AND ALLUV AL. SOILS SHALL BE REMOVED TO SUITABLE FIRM NAT URAL GROUND. THE .
V THE CONTRACTOR FROM THE SURFACE UPON Y>f THE FILL I5 TO BE PLACED. LOOSE FILL PROPOSED WOOD DECK 08 11 - 08,
ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH M'
" A 0 AT ~ EXPOSED SOILS SHALL � 12 "x12" STORM DRAIN INLET �p�
BE' SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALT. BE THE 5 "9 DE TURF BLOCK ON 6" CLASS
T ,T RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMO!
CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER, AND COMPACT THE FILL IN STRICT ACCORDANCE SE ER CITY STD STONE WORK OR
ENHANCED CONCRETE. E HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED ~.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WITH SPECIFICATIONS. STORM WATER POLLUTION
CONTROL � :., �� SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN BMPS TO BE PRIVATELY MAINTAINED ORANGE
CONSTRUCTION FENCE t- - rr- - - -o -- SPECIFICATIONS,
DIEGO AREA REGIONAL STANDARD DRAWINGS, ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED 4, CUT AND FILL. SLOPES SHALL BE CUT AND TRIMMED TO FINISH
GRADE TO PRODUCE SMOOTH SURFACES AND AND NOT TO BE MODIFIED WITHOUT A VEGETATED SW _.
BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION, UNIFORM CROSS SECTIONS, THE SLOPES OF EXCAVATIONS AND EMBANKMENT SHALL BE SHAPED, PLANTED
PERMIT FROM TILE CITY. PROPOSED CUT JJ�itl SLOPES -
NOTE: SWALES STEEPER TH 5 MUN@ CODE 23.24,450/460 2 :1 ` � DATE G 2. 2 0
9 _
AND 'TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL REQUIRE CEO- TEXTILE FABRI .
_ ; _ MAX BY: ^. ci _ -� __ _� V
2, GEOTECHNICAL REPORT PREPARED BY "SOUTHERN CALIFORNIA SOIL. EMBER 15, TESTING, INC." DATED SEPT STONES, ROOTS, AND OTHER WASTE MATTER EXPOSED OR
£XGAVA`'ION OR EMBANKMENT SLOPES WHICH ARE � R ELOCATE WATER ME R - - _ � E
_ _ _
- M LIABLE 7'D BECOME LOOSENED SHALL- BE REMOVED AND DISPOSED OF,- THE -1C3E AND COP OF ALL SLOPES PROPERTY LINO
-
8 , PROJECT SCS &T No, 0811138 SHALL BE CONSIDERED AS A AR Of THIS GRADING PLAN.
ME JAMES J. ONE
U
GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED @N SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
BWLDER WALL
SAID REPORT. RGE 606
5. ALL IREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR EXP. DATE: 12- -31 -09
OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE . EROSION CONTTROL SCS&T
NO. 0811136, REPORT NO. 1
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL., OF SIZES, LOCATION AND TYPE OF DRAINAGE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE
FROM UNSIGHTLY DEBRIS. APPROVAL OF VARIES SEE PLANS BLANKET G FABRIC),
EO— TEXTILE
FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT. -OF- .WAYS, SEPARATE APPROVALS AND PERMITS LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS
ENGINEER AND CITY ENGINEER PRIOR 'TO SLOPE PER PLAN--... FOR WIDTH ' PER ECB TAIL fi . C4...3 SOUTHERN CALIFORNIA SOIL & TESTING
. ,z_ 9 6280 RIVERDAL.E STREET
FOR THESE SHALL BE REQUIRED IN CONJUNCTION NTH IMPROVEMENT PLANS, THE DISPOSAL OF ANY SUCH MATERIAL, GROUND COVER (REFER
TO SAN DIEGO CA 92120"
�� LANDSCAPE PLANTING PLAN)
4, WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSET GRADING. IQN CID_,9y (ALSO SEE BEST MANAGEMENT PRACTICES NOTES ON SHEET 3)
___NAnvE MATERIAL
KN Ca�1e°�j'
_ _-
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BILL LARSON
AT (760) 703- -7600, 24 HOURS,
6" LAYER OF IMPORTED TOPSOIL THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
SHALL
CONDITION EXISTING PRIOR TO GRRADIADI NG. COa „}
DURING GRADING OPERATIONS, A DAMAGED OR DESTROYED SHALL B£ REPLACED OR REPAIRED TO 2, EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALT. BE MADE
AVAILABLE AT ALL TIMES DURING THE � _ -- TO BE AS FOLLOWS: WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF 'THE ENGINEER'S TRADE OR
a
RAINY SEASON ( ) (OCTOBER 1 TO APRIL 15 . LL. NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON � 10% CLAY oAM
PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN r
70% SANDY L
OCTOBER 1, AT CONVENIENT” LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN 20% COMPOSTED ORGANIC MATTER ACCORDANCE
WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO �iI
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH is DISTURBED OR RAIN IS IMMINENT. ��, T
EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT AN''
DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL. ENGINEER OR A LICENSED , SUI C - fi�'IM SEC71ON
CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC EN1,
LAND SURVEYOR. 1 DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITNOUT THE APPROVAL. OF THE -_ -.-- __ - __ -_ --
---- - - - -_- - -- -- -- - --- -__ -- __: - um THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS:
ENGINEERING INSPECTOR. TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NO
7. THE CONTRACTOR SHALL.. DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND - RELIEVE THE
ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BAE >U
SHALL BE RESPONSIBLE FOR CONFORMING TO AL.I_ LOCAL, STATE AND FEDERAL. SAFETY AND HEALTH 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES
TO WORKING ORDER TO THE -- THEREON. THE ENGINEER AGRE T I s,;
SArISFACT40N OF THE C @}Y ENGINEER A,FiR EACH RUhI - .OFF PRODUCING RAINFALL.. £E 0 AND HOLD HARMLESS
THE CITY OF ENLINITA �
STANDARDS, LAWS AND REGULATIONS. SOIL -- - f OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR
BODILY INJURY AR!sIlO St21 .w i
CONCRETE 'LURE O K * o k- ,w. Vey THE NEGLIGENT ACTS. ERRORS, OR OMISSIONS OF THE ENGINEER AND
HIS HER AGENTS OR EMI�'t., .
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL P�IEASURES AS MAY BE REQUIRED 6Y THE T3L t MIN 4 2 T>�FlmTr
�/%
- f
8, GRADING AND EQUIPMENT" OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN - ACT}PNG'ITpIIN THE COURSE
AND SCOPE 01 SUCH AGENCY AND EMPLOYMENT AND AR @S @NC £3Ua
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN
CIRCUMSTANCES WHICH MAY _ ARISE. � t 2° OF CLEAN SAND WORK PERFORMED BY THE ENGINEER.
--
SATURDAYS, SUNDAY'S AND CITY RECOGNIZED HOLIDAYS. 1 {jEEStif,
� - p
6. THE CON 6" OF CLASS iE BASE
"TRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL .A PREGRADiNG MEETING HAS BEEN MELD ON- STIE'ITN TRESPASS ONTO AREAS EN IMPOUNDED WATERS CREATE A
HAZARDOUS GaND@'tION. BY: DATE: 3.3 0 '
THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR __
t,.
S EDIL,B£RI0 F. SOUSA c� ,4
AND PERMITTEE. THE PREGRADE MEETING SHALL, BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN 7. ALL EROSlOIV tsON'TROL MEASURES PROVIDED P£R TTIE
APPROVED GRADING PLAN ,HIES. E3E NNCORPaRATEO cJ R , No. 546,_, ,
ADVANCE BY CALLING (619) 633 - 2770, HEREON. NTS rx. E:x°
r r,
MASSON AND ASSOCIATES, INC. � c
R
6, GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE 200 E'ASHINGTON AVENUE
SUITE 200 i2 -;S1 - C){ t
10, PRIOR T'0 HAULING DIRT OR CONSTRUCTION MATERIALS r0 ANY PROPOSED CONSTRUCTION SITE THIN "THIS
W ESCONDIDO CA 92025 ,''� '
PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE CONCLUSION OF EACH WORK DAY DURING THE RAINY SEASON.
/ CL BL R;W FT i y , r f ,
PH: (760) 741 -•3570 E OF CAD,
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE 9. ALL REMOVABLE PROTECTIVE DEVICES SHOO SMALL BE IN PLACE
AT THE END OF EACH WORKING DAY _.__.._ _ _.._ -_ -- - .-_ - - -___ . -_._ __._. -__ .._- - -____ RCE 54633 r:
CITY ENGINEER MAY IMPOSE WITH REGARDS fi0 THE HAULING OPERATION. WHEN THE FIVE (5 R DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %).
SILT AND OTHER B EXPO S: 12 -31 -09
11. UPON FINAL COMPLETION OF THE K UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING EBRIS SHALL B E EMOVED AFTER EACH RAINFALL. NG
24' MIN. 5" TURF BLOCK .
APPROVAL AND/OR FINAL RELEASE OF SECURITY AND AS GRADED CERTIFICATION SHALL BE PROVIDED T -- - - -- 23't PAVEMENT -
- - - -- � OVER
- - - --
� 1 ST£EPES'I° EXISTING NATURAL SLOPE -SITE = 3 : 1
STATING: THE GRADING UNDER PERMIT NO, 10071--G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE CLASS It BAS
12 2 MAXIMUM VERTICAL DEPTH OF CUT 14.5 FT a`
WITH THE APPROVED GRADING PLAN OR AS SHOWN ON 'TINE ATTACHED AS - GRADED PLAN " VERTICAL . THIS 1.
REVIEW OF THIS PLAN BY SAN DIEGU@TO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO � -- - -- 3 MAXIMUM DEPTH OF FILL
= 6 FT
STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR NON
-EXISTENCE OF ANY UNDERGROUND 15 1.5' 3.5 _ -
SUCH GRADING OPERATION. UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. SAWCUT AND REMOVE - --- - AtQIES
lj /' 4 AVERAGE DEPTH OF CUT ,750 C.Y. , , S.F. x 27 = 3.43 FT
x RAGE DEPTH OF FILL = = 3 PORTION EX PVMT - - -, _FLOW LINE ( 5 AVE
850 C,Y. / 5,812 812 S.F. x 27 = 3.95 FT
12. ALL, GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOIL. ENGINEER OR UNDER HIS DIRECTION 2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE
FINAL DESIGN I.E. LINE CROSSINGS, LINE PARALLELING OR 6 MAXIMUM FILL SLOPE HEIGHT = 4 FT.
a
HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING
OR PROPOSED UTILITY CROSSINGS WITHIN
10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER t
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION
BY SAN DIEGUITO WATER DISTRICT. _ ---- - -__� � ._ _ ��_ __ �� PROPO CUT = 3, 750 G.Y. FILL = 850 G.Y.
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SMALL STATE THAT NEW AC OVER APPROVED BASE '
- SITE WALL - EXPORT = 2,900 C.Y. REMEDIAL = 90 C.Y, (AVERAGE 6 "
DEPTH REMOVAL, AND RECOMPACT UNDER
PROPOSEO 6 "x 16"
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL 3, CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE
AND /OR ADJUST TO GRADE ANY EXISTING WATER �C -FLUSH Poc CURB AND 2 OUTSIDE OF PAVED AREAS FOR FINE GRADING).
N
EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE, FACILITY {FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC. WHICH IS AFFECTED
BY THEIR PROJECT. PAVEMENT & BASE PROPOSED 6 "x Ts" EARTHWORK QUANTITIES ARE FOR PERMIT PURPOSES ONLY. ) E
ALL AFFECTED WATER FACILITIES MUST MEET CURRENT SAN DIL WATER DISTRICT STANDARDS IF FLUSH PCC CURB -- 1URFBLOCK INSTALLATION
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES "TO PROVIDE POSITIVE DRAINAGE AND FACILITIES DO NOT MEET STANDARDS THEY %TALI, BE UPGRADED
TO CURRENT STANDARDS AT THE 0 ER'S S E CTION "°' T EOLUS AVNUE DETAIL" ABOVE CONTRACTOR TO VERIFY QUANTITIES PRIOR TO BIDDING OR GRADING. x
PREVENT PONDING OF WATER. HE SHALI_ CONTROL. SURFACE WATER AND AVOID DAMAGE TO ADJOINING EXPENSE.
PROPERTIES OR FINISHED WORK ON THE FETE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION _ NTS (: E SHEET 2)
S :
OF FRESHLY Y GRADED AREAS LINT @l, SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL_ 4, UTlL1TBES TO MAINTAIN MINIMUM 5- FLE.T SEPARATION WHEN
PARALLELING WATER SERVICES. IMPERVIOUS AREA PRIOR TO CONSTRUCTION 2,390 SO FT
MEASURES HAVE BEEN INSTALLED. RfW CL R/:A, IMPERVIOUS AREA AFTER CONSTRUCTION : 2,44 r SO FT
5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DiEGUITO GAS AND ELECTRIC VAULTS.
27'
3 INCREASE IN IMPERVIOUS AREA 2,447 SO FT
a� ______ -_
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FALL SHALL, BE PLACED IN ACCORDANCE' �I � EXISTNG ADDITIONAL
`{
WITH STANDARD SPEG@FIGATTON. ALLL VEGETABLE MA AND OBJECTIONABLE MATERIAL SHALL BE 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS
AND ALL OTHER TRAVELED WAYS. WATER w 2` R/W CATION / I AKING C BATI QUlra� . COMMERCIAL CONSTRUCTION S LAGOON
REMOVED BY THE CONTRACTOR FROM METERS MUST BE !N FRONT OF PARCEL THEY ARE SERVING.
THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL - -- �
2 _ 24' MIN. 1 I 1825 ASTON AVENUE
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND, THE EXPOSED SOILS SHALL - - -- �' T URF BLOCK
CARLSBAD CA 92008
COSTA
LA
BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT, IT SHALL t' EX._SLS SLOPE 6 I VARIES
3.7° - 5" _ 1s 1 ___ _ 1 760 ) 931 - 990
CLASS II BASE 21 - -- - — -- - -- tl - ... _ _ _ PHONE
BE THE CONTRACTORS RESPONSIBILITY TO PLACE. SPREAD, WA AND COMPACT' THE FILL IN STRICT 1 0 6" ( 3
MIN,
ACCORDANCE WITH SPECIFICATIONS, ALL THAT PORTION OF' LOT 1, BLOCK °° F% SOUTH COAST PARK ANNEX, IN THE CITY OF ENCINITAS, I
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF` NO. 1788, FILED IN THE P• 3.5 1.5'
4 - PROVIDE CLEAN SA T AT 256--243-02
15, CUT AND FILL SLOPES SHALL BE GUT AND TRIMMED TO FINISH GRADE TO PRODUCE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY GOTH SURFACE AND
MARCH 28 1924 DESCRIBED AS FOLLOWS: �/A,Qe�s (EaasT. EDGE OF PAVEMENT — PROVIDE 2" MIN. \ WITH C
ITS INTERSECTION 08 FEET FROM I RS£TION BEGINNING AT A POINT t3At THE CENTER OF EOLUS AVENUE AS SAME IS AC
OVERLAY
SHOWN ON MAP 1788, DISTANT 3 FL i 6 �
UNIFORM CROSS SECTION, THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED. PLANTED "43 ° 30" EAST 171. THE WESTERLY PROLONGATION
� �- �� A ( 3 S.
LARSON RESIDENCE
AND TRIMMED AS DIRECTED BY 'THE ENGINEER OF K AND LEFT IN ,A NEAT AND ORDERLY CONDITION. THEREON SOUTH 15 " 2�
ALL STONES, EMBANKMENT ROOTS AND OTHER WASTER MATTER EXPOSED OR EXCAVATION OR `M A K NT P OF THE NORTHERLY LINE OF SAID LOT;
TI9ENCE NORTH 74`46 EAST A DISTANCE OF 339.38 FEET TO °-
B N SLOPES @CM A POINT OF THE EASTERLY LINE OF SOUTH COAST PARK ANNEX AS SHE50 D "
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