2002-7704 G (Plans) ROCK -LINED OPTION OVER PUBLIC RIGHT- GRADING N07ES 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE
TO
GEOTEXTILE LINING OF -WAY PRODUCE SM007H SURFACES AND UNIFORM CROSS SECTIONS THE SLOPES
A. camm OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND
GRASS OR TURF 'LINED 15'MIN. 1. ALL WORK SHALL BE DONE IN ACCORDANCE NTH THESE PLANS, THE TRIMMED AS DIRECTED BY THE ENGINEER OF
WORK AND LEFT IN A NEAT AND LEGEND STANDARD LEGEND
OPTION OVER L TURF REINFORCEMENT ANDLOK 1.5'0 CRUSHED ROCK STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSiRUCTiON, THE DESIGN ORDERLY
CONDITION. ALL STONE, R0075 AND OTHER WASTE MATTER
ANCHORS CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH
ARE LIABLE TO PROPERTY BOUNDARY
(TYP.) AREA REGIONAL STANDARD DRAWINGS ANY CHANGES OR REVISIONS BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. 174E
TOE AND EASEMENT LINE
„ THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WI7H THE GRADING
"------- - - - - --
8 MIN. REQUEST FOR INSPECTION. ORDINANCE
EXISTING CONTOUR ...................17; ....._............. .........
RP FILE 2. THE SOILS REPORT 777LED 'PRELIMINARY GEOTECHNICAL EVALUA77ON 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE
MATERIAL SHALL
12"
MIN. \ - III - III -III EXISTING GROUN 15'MIN. 2345 MANCHESTER AVENUE, CITY OF ENCINITAS, SAN DIEGO COUNTY, CALIFORNIA BE COLLECTED,
PILED OR OTHER SE DISPOSED OF OFF THE SITE BY THE EXISTING ELEVATION X, 1:YiI. ; ; 17!- `i;
4 -III - III - I I I PREPARED BY GEOSOILS, INC. DATED APRIL 30, 2001 AND AN CONTRACTOR SO AS TO LEAVE THE AREAS
THAT HAVE BEEN CLEARED MTH A
_ I UPDATE LETTER DA7ED OCTOBER 22, 2002 SHALL BE NEW CONTOUR 172
_ _ I III - NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL
(- III - III PUBLIC RIGHT -OF -WAY - - - _� CONSIDERED AS A PART OF THIS GRADING PLAN ALL GRADING SHALL BE OF LOCATION
OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER NEW ELEVAiTON 173.50
DONE IN ACCORDANCE WiTH THE RECOMMENDATIONS AND SPECIFICATIONS AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
36" MIN. -III- ° Ii I I�I I Il CONTAINED IN SAID REPORT AND LETTER. EARTH BLADED SWALE
25'MIN.
I > J. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LL LANDST"G
I II - III -I I -� III -III -I 1 I -III ? I I I I I I I I I I I III i I I I I�LT '
- 6 LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS 1 ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE
MTH DIRECTION OF FLOW
III - III -I III- III_ III - III -III, I I I I I ¢ �°� ° ° - 1Ij - J�I- WITHIN STREET RIGHT -OF -WAYS: SEPARATE APPROVALS AND PERMITS
FOR PLANS APPROVED BY THE CITY ENGINEER PLANS SHALL CONFORM TO THE
-I - II I I - - THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. CITY OF ENCINITAS GRADING ORDINANCE
AND ALL ADOPTED LANDSCAPE AND CONCRETE HARDSCAPE PER PLAN
I. I I -11 I,� II - , I I I�III - I I E PLAN 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. IRRIGATION STANDARDS
5 CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO CONCRETE MASONRY RETAINING SDRSD C -3, PER PLAN
I , 2. FINISH GRADING AND PLAN77NG SHALL BE ACCOMPLISHED ON ALL SLOPES
PROVIDE APPROPRIATE TRANSITION PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS ANYTHING PRIOR TO OCTOBER i OR IMMEDIAiELY
UPON COMPLETION OF ANY SLOPES S T FYti'� Ti1AGk�1 �2ri4�okr
TYPICAL DRAINAGE D/ TCH A BETWEEN STABILIZED CONSTRUCTION DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION GRADED BETWEEN
OCTOBER i AND APRIL 15 PRIVATE STORM DRAIN PIPE SDR 35, D -60 -SD ------
ENTRANCE AND PUBLIC RIGHT -OF- EXIS7iNG PRIOR TO GRADING.
NO SCALE WAY 6. THE DEVELOPER SHALL BE RESPONSIBLE'THAT ANY MONUMENT OR BENCH PRIVATE CATCH BASIN BY 'NDS'
-SD -LSD-
MARK WHICH IS DISTURBED OR DES7ROYED SHALL BE RE- ESTABLISHED AND E EROSION CONTROL
NOTES: REPLACED BY A REGIS7ERED CIVIL ENGINEER OR A LICENSED LAND I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT °'.':M AT
PRIVATE CATCH BASIN BY BROOKS' - SD•- -® -SD-
TYPICA STABILIZED / n \ SURVEYOR. 11�41'N4 L�vY
1. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL. 24 HOURS A DAY.
CONSTRUCTION ENTRANCE D 7. THE CONTRACTOR SHALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY L- St00 PRIVATE TRENCH DRAIN
BY 'NOS' {�
2. FOR ROCK -LINED OPTION, INSTALL GEO7E'X WOVEN NO SCALE 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
Cfst)77
MONOFILAMENT GE07EXTILE (NO. 117F OR EQUAL). DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR AVAILABLE AT ALL TIMES DURING
THE RAINY SEASON. ALL NECESSARY
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEAL 3. FOR GRASS OR TURF OPTION, INSTALL LANDLOK TRM 450
� � MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO RIP -RAP ENERGY DISSIPA TOR SDRSD D -40, TYPE 1
TURF REINFORCEMENT MAT. P �,P STANDARDS, LAWS AND REGULATIONS FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS
GRASS -LINED SWALE G 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A IMMINENT. GRAVEL BAGS
DETAIL 'B' o�oo
PER DETAIL 'A' 0 Q k STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED
OR MODIFIED R1774OUT
4" PVC PIPE FOR DRAINAGE �� FINISH GR PER PLAN THE HOURS OF 5.•30 P.M. AND 7.•30 A.M. NOR ON SATURDAYS, SUNDAYS AND THE APPROVAL
OF THE ENGINEERING INSPECTOR. SILT FENCE DETAIL 'C' c c
DEPENDING ON FIELD CONDITIONS SH F LOW CITY RECOGNIZED HOLIDAYS
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES iO
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER
EACH FOR OUP NOT 70 BE MODIFIED WITHOUT PERMIT FROM CITY
• MEE77NG HAS BEEN HELD ONSITE WiTH THE FOLLOWING PEOPLE PRESENT. RUN -OFF PRODUCING RAINFALL.
STORM DRAIN CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR
PLAN g" PRIVATE AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED W)TH 7HE 5 THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION
CONTROL
4 N07E• MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO STABILIZED CONSTRUCTION ENTRANCE DETAIL D
CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
:r 10. PRIOR TO HAULING DIRT OR CONSiRUCiTON MATERIALS TO ANY UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
CONTINUOUS MAINTENANCE E CATCH WHICH MAY ARISE.
i BASIN SHOULD BE PERFORMED E PROPOSED CONSTRUCTION S11E WITHIN THIS PROJECT THE DEVELOPER 6. THE CONTRACTOR SHALL BE RESPONSIBLE
AND SHALL TAKE NECESSARY AC ALLEY IMPROVEMENTS
-III I I - III -III - I -II -I PROPERTY OWNER TO AVOID BUILD -11 " s -- SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER
FOR PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN
I - I I WOVEN
FABRIC GRAVELBAG SILT OVER THE GRAVEL & TO MAINTAIN J s ' '3c '63c `O THE PROPOSED HAUL ROUTE THE DEVELOPER SHALL COMPLY WiTH
ALL IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. TRENCH RESURFACING PER CITY OF ENCINITAS STANDARDS
-I . '. a CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE Wi7H
THE DIMENSIONAL CLEARANCES SHOWN « �� •c co - REGARDS TO THE HAULING OPERATON. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE
APPROVED
TYPICAL INLET PROTECTION ^ HEREON. /q GRADING PLAN SHALL BE INCORPORATED HEREON.
' / j ' 11. UPON FINAL COMPLETION THE WORK UNDER THE GRADING PERMIT BUT 8, GRADED AREAS AROUND THE PROJECT PERIMETER
MUST DRAIN AWAY
314" GRAVEL WRAPPED IN PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY,
NO SCALE " FILTER FABRIC (MIRAFI 140N AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING FROM THE FACE
OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
18"x 18 BROOKS PE CONCRETE R EQUIVALENT) UNDER PERMIT NO. 7704 -GR HAS BEEN PERFORMED IN 9. ALL REMOVABLE PR07EC77VE
DEVICES SHOWN SHALL BE IN PLACE AT THE CATCH BASIN H STEEL GRATE & SUBSTANTIAL ND OF EACH WORKING DAY WHEN THE FIVE ( 5) CONFORMANCE WITH THE
APPROVED GRADING PLAN OR AS ( ) DAY RAIN PROBABILITY
NO BOTTO FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL
SHOWN ON THE ATTACHED AS- GRADED PLAN*. THIS STATEMENT SHALL BE BE REMOVED AFTER EACH RAINFALL
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER IWO
1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
TRENCH 4 EN CH 4 IN (10 E 10 CM) FROM AND THE POSTS. NERGY D/SS/PA T/ON DETAIL CERTIFIES SUCH GRADING OPERATION. EFFECTIVE
COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO OWNER/NERMITTEE' ANA CHOUKIN
EN HE LINE a NO R FlCA17ONS NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW C/ ANDAL EE
ribE LEVY
THE LINE OF POSTS. NO SALE ^ i. THE EXISTENCE AND LOCATION OF UNDERGROUND U71LO PIPES AND INSTALLED IN ACCORDANCE WITH SECTION
35023 OF THE EROSION AND KST A TES, INC. f JZ Hj6N Ouff jX
� STRUCTURES SHOWN ON THESE PLANS WERE' OBTAINED BY A SEARCH OF SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT
P.O. B 49 S{) ITIC .100
• AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OF CONSERVATION. CAR F, CA 007
�-- PROPERTY LINE EXISTING UTILITIES EXCEPT AS SHOWN DN THESE PLANS, HOWEVER: SAILS ENGINEER'S CERRFlC47E LI V lL ^
0)632 -2235 SOIA/ blfiWo CA U3
I, DAVID W. SKELLY, A REGISTERED r R =*_ ENGINEER IN THE STATE (858 71 Z• 760D
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
" WORK SITE IT IS THE CONTRACTOR OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL LEGAL DESCRIPRAN:
LOTS 37 8 B K 1 P 1
TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE
SOILS
� X11= RAIL GUARD CONDITIONS PREVALENT WITHIN THIS S17E WAS MADE BY ME OR UNDER MY
'S RESPONSIBILITY TO CONTACT THE
��- i-- - �� RAIL PER FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY
ARCHITECT SLAB AT DIRECTION IN MARCH AND APRIL, 2001. ONE ASSESSORS PARCEL NUMBER 261 - 091 -08
4 IN (10 CM) BUILDING.ENTRY EXCAVATION, VERIFICATION AND LOCA71ON OF UiTUVES AND NOTIFICA71ON COMPLETE COPY OF THE SOILS REPORT
COMPILED FROM THIS STUDY, WITH
4 THICK WITH OF COMMENCEMENT OF WORK: MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
3. ATTACH 7HE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE #4 BARS @ 16" SEWER (CARDIFF SANITATION DISTRICT) 760 -633 -2808
ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND
THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. O.C. B0774 WAYS SAN DIEGO GAS & ELECTRIC i- 800 - 422 -4133 CERTIFY 774E RECOMMENDATIONS
INCLUDED IN THE SOILS REPORT FOR THIS
INTO THE TRENCH. 12 ". 2" WATER (SAN DIEGUITO WATER DISTRICT) 1- 760 -753 -6466 PROJECT HAVE BE N INCORPORATED IN THE GRADING
PLANS AND
PACIFIC BELL i -800- 422 -4133 SPECIFICATIONS
CABLE TV (DIMENSION CABLE SERVICES) 1- 800- 422 -4133 SIGNED:
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS EXP DA
E : __ ' i�� -- � S ,
II I I ' I FILTER FABRIC ... `I( VARIES l i" `
III - "" _ I- III - III = III - I I - PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE. (760) 633 -2770 GEOSOILS, INC.
_ (4.5 MAX) 24" _ A BARS ®- _ _ 5741 PALMER WAY i w`? n Yd �_. FJ11NR[XVMEfVTAL REVIEW NOTES
� I I I -IIi- III -III - I - I I -I I I I I J. THE CONTRACTOR SHALL GIVE 24 HOURS N077CE ON CALLS FOR CARLSBAD,
CA 92008 (' No. flCc!} 7 4� f� 1. EARTHWORK QUANTITIES (ENURE SITE)
-1� iI�J =11j -- ITT- j� -)L- 111 -111= 24 O.C. C O M PACTED INSPECTION. PHONE.• (760) 633 -2770. ALL WORK PERFORMED WITHOUT (760)
438 -3155 4 EXp. I Or 1 CUT - 310 C.Y.
- - r I'' �I I I-I I I tl l l� l l l„I I I-11 F 8 CMU - I HORIZ. I I - III _ EARTH FILL BENEFIT OF INSPEC77ON WILL BE SUBJECT
TO REJECTION AND REMOVAL. JN. W.O. 3038 -A -SC cl+ �R 1 FILL - 140 C Y.
-I I I
I - CIVIL
WALL -III -, , - , , ,- gTC cc; REMEDIAL REME _ DIAL - 1300 C.Y.
c GRADING OR
4 BARS ® -III -
ADJ. I I 11 161 "I 0. C. I �ER I - 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS DELIARATTAN OF RESPONSIBLE
CHARGE
TYPICAL SILT FENCE. n GRADE _ _ - 3 - # BARS -I ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE I HEREBY
DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, 2• STEEPEST EXISTING SLOPE ON SITE IS 179
HORIZ. EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND 7HAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN
OF THE
NO SCALE RETAINING WALL COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED PROJECT AS DEFINED IN SECTION 6703
OF THE BUSINESS AND PROFESSIONS
J.
FOOTING AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON CODE AND THAT THE DESIGN IS CONSISTENT KITH CURRENT
STANDARDS MAXIMUM VERTICAL DEPTH OF CUT IS 6.2 FEET UNDER BUILDING
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS' FOOTPRINT
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
MAXIMUM VERTICAL DEPTH OF FILL IS 3.1 FEET UNDER BUILDING FOOTPRINT
12 OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A
REVIEW ONLY
.:', :•'•; .. ACCORDANCE NIH THE APPROVED GRADING PLANS AND THAT ALL AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBIU77ES
4. VOLUME OF CUT = 8,370 FT'
EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED FOR PROJECT DESIGN. 2
PM oft- 3' USE. AREA OF CUT 2,909 FT = 2.9 FEET AVERAGE DEPTH OF CUT
M � N 0 I SAMPO ENGINEERING, INC VOLUME OF FILL = 3 F7' gIR 2. THE CONTRACTOR
SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO 274 RODNEY AVE. AREA OF FILL 3,599 FT = 1.1 FEET AVERAGE DEP7H OF FILL
RETAINING WALL A T PROPERTY ��� PROVIDE POS177VE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL ENCINITAS, CA 92024
I
0 CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPER7IES (760) 436 -0660
Z LINE DETAIL OR TO FINISHED WORK ON THE S17E AND SHALL TAKE REMEDIAL MEASURES
NO s GALE /
0 I -5 N PREPARED B Y.• . :;• c•� TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS BY U �` �--
DATE �' 2 03
PETER T. ERDELYT & ASSOCIATES i 141 9p PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN VINCENT L. SAMPO
�.c L 9551 W. PI CO BLVD., SUITE 8 /`f� ` I + �• }. ^i`• ti i r INSTALLED. RCE NO.: 44173 EXP. 6 -30 -05
LOS ANGELES, CA 90035 C; '>r li Z N °
(310) 553 -9339 C' tab J. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL
' o
Ug �V SHALL BE PLACED IN ACCORDANCE WiiH STANDARD SPECIFICATIONS ALL •� �` (� <
SITE � �' _Z
VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL- REMOVED BY OWNER'S CER7?nCATE <
D THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
4 J 1 I<I ' , tz C
P• °3-31 -qs PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE GEOLOGIST HAS BEEN OR WILL BE RETAINED
TO SUPEROSE m Lr Z
SIGN TURF RCE D _ ,•R W co X
EX
FIRM NATURAL GROUND, THE EXPOSED SOILS SHALL BE SCARIFIED TO A OVER ALL GRADING ACTIVITY AND ADVISE ON THE C MPACTION
'P F'3G C r: Lu w LL
• ��@ DEPTH OF 6" AND 771EN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL AND TABILITY F TH
_Z
BE THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND �; °
COMPACT THE FILL IN STRICT ACCORDANCE WiTH SPECIFICATIONS ,. . ��IV11. ? o
Ate- � � ENCINITAS FIRE DEPARTMENT SAN DIEGUITO WATER DISTRICT rA A c INA - - - -- DATE ��s' 11 ;,�p
ui ¢n
VICINITY MAP , a
N. TS W l
v /1/ 0 C/ < J
N
VINC NT SAM DATE y /z /O3 (,J or.), /2- /0
SAMPO ENGINEERING, ING, I SIGNATURE a E SIGNATURE DATE ¢ ®
SIGNATURE EMPIRES 2 YEARS FROM DATE NOV0 L
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT D W-S I DRAWNar LEater CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO
vLS wTaM vts APPROVALS . `
AiCOACr • THE BENCHMARK FOR THIS SURVEY IS A POINT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING
& EROSION CONTROL PLAN FOR
AfrV I S w vol P ON TOP OF THE CONCRETE CURB ON THE HORIZONTAL : NONE
D r. 11. WESTERLY SIDE OF MANCHESTER AVENUE VER77CAL : NONE / DAB' 4-03 MANCHESTER AVENUE TWIN . HOMES 7704
-G c- t
ul T I �/< OPPOSITE THE NORTHWESTERLY CORNER OF THE ( T e`f R.GE. NO.: 44173 /1 /� /� 2345 MANCHESTER
AVENUE 0
SUBJECT PROPERTY. VINCENT L SAMPO BY: / V ` BY MAP 1298
dl : LOTS 37 & 38 BLOCK 15,
ELEVATION: 100.00' DATUM: ASSUMED SIGNATURE 7E EXP. 6/3%5 DATE : 1 I n I n 2 DALE : O P.
C. 01 -081
ENGINEER OF WORK I /� APN: 261 - 091 -08 DR /CDP SHEET 1 OF 2
JOB NO. 02 -126 DATE: 3127103 DRAWN BY. WRM
. �• -••) SPECIAL NOTE& 4. THE CONCRETE DRIVEWAY CROSS - SECTION I i
SHALL BE AS RECOMMENDED BY THE SOIL j
1. ROOF -DOWNSPOUTS ALONG THE WESTERLY SIDE ENGINEER BASED ON R -VALUE TESTS. THE
OF THE BUILDING TO DRAIN TO LANDSCAPE AREA MINIMUM DRIVEWAY SECTION SHALL BE NOT LESS 1
I + BEFORE ENTERING STORM DRAIN. ALL OTHER THAN 5" P.C.C. OVER 6" CLASS ll BASE UNLESS
ROOF DOWNSPOUTS TO BE CONNECTED TO THE SOIL ENGINEER INDICATES OTHERWISE.
' "•. PRIVATE STORM DRAIN SHOWN HEREON WITH 6" REINFORCEMENT AND JOINTS PER STRUCTURAL OR
' i "`'`` �'``•'` i;;,y j ('') �' `\ PVC (SDR 35) ® 1% SLOPE, MIN. SOIL ENGINEER.
GRASS OR LANDSCAPED !; ; . ,.., � � . , ... , r • -• -� . �, •,.,
�) ORM WATER CLEANSING !! I •... ;,,,,,, SHALL P RIO R OBTA /N AN ENCROACHMENT PERMIT BE LESS THAN S 4 PC. C.
OVER 4" SH N
Pt?O7ECT EXISTING u "
r \.,\ Al2EA TO BE PRIVATELY �I �'::'.': (" ".j''::j''''j I WALL IN PLACE PERFORMED IN THE PUBLIC
\ , M` INTAINED AND NOT
RIGHT-OF-WAY I :'.'' r +
"= N ": ? * E ENGINEER PRIOR DETERMINED CONSTRUCTION. JOINTS AND
ODIFIED WITHOU,T... ,.., r f.` �� ...
OB WING A PERMl7h ? Ih .:;,`• _. ` i °.,,, REINFORCEMENT PER STRUCTURAL OR SOIL
r (� I / I J. BOTTOM OF WALL ELEVA77ONS SHOWN HEREON ENGINEER. �s `> 1
FROM THE CITY dF`- �' {... TEMPORARY GRAVELBAG' I\.) N) MAY VARY DURING CONSTRUCTION DUE TO APPROX/MA"TE
I I ENCINIT ° .. II `.''•' : '' `.'':' : INLET PROTECTION I EXISTING GRADES AND SOIL ENGINEER
' } LOCA770N
�':' :x" ': •':' PER DETAIL BR00 CONCRETE MASONRY RECOMMENDATIONS. SLOPE i
TRENCH RESURFACING I RESTRAINING,- .ALL !
• EXISTIN
:,.. ...':,.', (TYP. AROUND ALL T ..: ................... ............- .._.._...._....... W CONCR�IE MASONRY
OVERHEAD
j ......... NORE .. .............................. BEtO GRADE
PER CITY OF ENCINITAS ' DRAIN INLETS) Ci(TC IN W/ RETAIN[(VG WALL PER TIL1TIE
STANDARDS. "'
I' ,'' `: MASONRY RER 'DETAIL 'F'
! PRIVipE In/F1�7PrtnoAJ STEEL TE & .,. SDRSD rC -3
RETAINING WALL MATCH
X12" i`- ; ([3A w. SEE d crc Is ND OTTO , TW 104.0 TW 107.8 TW 10$:8
108.1 PR/ CH WALL EX/S11NG
„ PER SDRSD .jC, -3:,,. 4 0 SEWER\ lE 101.50 PLAN7EQ TW 108.5 L ® TWI �O :.•: =NtTA�'�'
�(ttF' E DETAIL TW.,.,1D4:8 103.8 F BW 102.5 BW 103.5 BW 104.0 BAST \ „�\ AC
i LATERA (jay 1:00.6. W 102 0 N 5971 '59" 00.03 „ ; W 105.5 y K OR EO \ s 06.3 = K; . PAVEMENT
2% MIN. /'... .. - EDGE M
B
I D
-r r . ; : .:::: • :. • ::..: - - 1 :: D LI END iNALL 10 Z 2 : , :.::,..: :..::
;:r,.. :: 1 f 8: ::.,,:- IE 101.60: RNN.ASRSEaS4
"7" -- •, `EX/S77N,G, WOQD FENCE
T FLO TW 103 $. 103.'75 1 a' , pp . ` :: °. H I F6-}gg �3g.i C�1d1MtF.R ` G E @ j
c....) !
JOB \ \ \ \ \ \ '' BW 10�;Q ' :.. ..... . .:..... .. DEMOLISH
�; \ \ \ \ \ g S M L,�iJDSCAPED
... : .....SDI: .^"_'.::'^- L'�.SDT+--'+:.S�i
VER77CAL
\ GRAS SCALE (T (t
. 6 � n /Y SD _ GR�i4.YEL....BAG
r
EXISTING TOP \ \ \ ., -,' so
OF CURB. DEMOLISH EXISTING :. PROTECTION
3. <,....
ELEV.= 00.00' DRIVEWAY AND CONSTRUCT 1,. 0;60' .:. `•:�, .,.'.' ) `` DETAIL \ ....._
F TG 102.90 TG "102.90
;.'.'..'.':..'':....,• %.::> 1 0� 0 E 101 60 .,. ..
t 14 OF 6 TYPE G: C &G LIMITS OF L
DATUM: G O I CLEANOUT LA
t
000 PS/ MIN. PER
ASSUMED :. �gq ,g� { BASEMENT LIGHTWELLS IE UPPER
nl�E
ti LIGHTWELL GRATE 030 .00 108. ... L
f n 2:0 J''r ' r FLUSH WITH FINISH PAD 102.3 IEL OWER DRAIN INILfi i ",
v /
' 10170
CONSTRUCT ENHANCED SvMp SIDEWALK SLAB
it BRICK SIDEWALK TO MATCH C ?•; <= PUMP
! `'
,
i EXISTING BRICK SIDEWALKS / IF : �,, 1os
yy
4N....RESIDE.N. C.E. i.
MATERIAL (I.E. COLOR, :
MAIN FF 109.00 , .so GARAGE
SHAPE, SIZE, ETC.) NEW \ ? BALCONY B$MT FF 100.00
I, ,
SIDEWALK TO MATCH I DEMOLISH PAD 10$: ;
i ADJOINING PORTION
i FF 108.9
OF '
PAD 99.3
ELEVATION OF ADJ 0
WALKWAYS AT EITHER EXIS77NG \ ; J J I f' `� "y' v
N
... t' ....k
6 . .... .. ........ .............. .........._ ......... - ,............. .`,.` 1.
..,F \ •,
WALL `
WIDE TR
G i t..... �. '' CONSTRUCT 15'
I I t r.� . DRAIN W/ TRAFFIC > ;
+;air.•; •• „ . l , f: ,.._ :.......... ...:. ff .
R,: r r;,, r✓,,, I r . 0 x /: PERMANENT _ t,.f! LIMITS OF I .:i C ILL WIDTH ALLEY
j r ... A N I GRATE BY NDS OR• t ,
:..
;r•,x:,,nt, ;.,., ::,::e 1, ENCROACHMENT ` : > t.t 2 AVEMENT ALONG
EQUAL. r.;..' ' `.'•`:..
cN 101.8 r i B /
T ' HIGH 1fj4 }p p THE PROPERTY
I / y COVENANT SHALL BE ""
\. ,. ! rc 1oa.s2
<., _ +:: V ? ,i.' RONTAGE TO THE
OBTAINED FOR ^ i ^ - c , I ,! POINT N 59 21 59 E 100.03 f `:
j EXlST7NG AND • =' I `' OF
/SFACTI
PROPOSED PRIVA7E PROTECT DEMOLISH
! LAWN ! j y SAT THE CITY
ENHANCED SIDEWALK
"STING I EXISTING j ( ENGINEER
I RESIDENCE ( HIGH POINT I
IN THE PUBLIC WALL' IN:, ; I I TRENCH DRAIN
I
RIGHT -OF -WAY PRIOR PLACE; 107 95
TO CONSTRUCTION. .' ; FL
SEC ENCROACHMENT gAINTENAlt AND RE►a G:OY , ,.' / NEW RESIDENCE
X824 PE ti,Rcc Rata j 1 1 /coos , `
GRASS OR LANDSCAPED
MAIN FF 109.00
IS XI IN
DEMOLISH / 108.90 GARAGE
STORM WATER CLEANSING ; ;• EXISTING BSMT FF 100.00 FF
AREA TO BE PRIVATELY WALLS PAD 108.
MAINTAINED AND NOT PAD 99..3 p
;- MODIFIED WITHOUT' ! o G
OBTAINING A PERMIT DEMOLISH
FROM THE CITY OE:....: I i I :'
EX /STING WALL
ENCINITAS
+ :' •
:!..p..a ,• ''. :'•:'1'i�..:. : >:I LIGHTWELL GRATE
t_ ...:e' LIGHTVVELLS
r,... .,. FLUSH WITH FINISH CLEANOUT
TEMPORARY SILT FEN
CE ..,
FF 103.00
..... J " ., . .' 1
10 10.
PER DETAIL 'C; : ,_ ...... ' .. • ;' . • ; ' ; l:.... ,. ;..: .......:. SUMP SURFACE OF P D lE UPPER 108:9
\ I:........ `' �.
DEMOLISH 106 00
' ...:.:. 1:02.50';. r . • .:: :. :. P��MP SIDEWALK SLAB
PDR .ON OF 90
, %:.:......101.1 5 %: ..: . ....::.
102
A 102 3 8 Af
TRENCH RESURFACING it I TG .
I EXISTIN( a . 101.70 ER
PER CITY OF ENCINITAS FG- 1.82.99 lE 101.70 2%,..' :.
u
STANDARDS.
iy CONCRETE ENCASEMENTS (MIN.)
1.04.0
4 "� SEWER LATERAL ,103 \ 103.00 10300
/� WELL ; :.:: ROUND ALL SIDES OF PIP f ' '
® 2% MIN. /' .: FL 107.81 CCH.CRE� (h10:)
:,
\ \ \ \ \ \ O "' -ma=r E6" 106.50
: ' D -SD- SD
GRASS OR
04,p(}.. r 08:82
\ ... ......
. , .. ,, 104.15 104:6
Q 8 7
TY /
D D :
108.8
P. f ,.,V P1.AArrFR / Ir k', � ;
1
r
{(
Y..
,,,.,...,, .. _._ „_k .. t • , _ ,.aY nr ...
�. �.,,,.,,a rK,+.hn;pnx „ 91vm;la: .x•...
PER _
S4 D ........ _ "ri46
� � • Z.r7 r ,.:... �" 2, ..._S.�3b�3', ...... k. :: ,, _ .. R .m¢� .. � ... mlA :
/ \ s ,, . , r � I, N 59 21 59 100.' me ...0
...., TW iU8.8/T081 TW 108.5 �;..
PROTECT,.. kJ- , TW 104.0 TW 107.8
5 I DEMOLISH EIS lNG WALL IN BW 103.5 BW 104.0 y... PRIVAT j,h 4 H MATCH
,....T BW 104.5. BW 106.5 ,
.�. >,,., i { 4., ' " „ EXISTING AC
rn I: EXISTING \• PRtv�t r8 uvF/�u+ nn N PLACE <:.. a , .:... END
4 VVAL ' EX S� NG
I'
" ," ;.- TW 104. 103.7 6. 6 $TQ, M i • I .„ `' s H AL pp "; PAVEMENT
,, a!I StNS�€ AA7 IS) /'. f' . NDS u F PA'CTv1 THE
I ? 1 8X8 X36 i' tY.• ... ,••. B 103.0 !h \; IA/ .IN CAT )
Ski Aft PliCnaVA -A / r ' K,,, ^W " DEM.QLLSN P.OR.TIpN'bh`'_XISTING : � �T :... EDGE
MASONRY A44 .... / / . , f . ;; • ;''. BW 1095'
ALL AND CONSTRUCT NEW '
/ `" ;.'.
t
j�C/ZpCIAf?CIO .. '.., , . 1 c`1 "X'12 @RQQKS`.... _YP€ t , i PQR.TION ...CF L.. ;
PILASTER ; . ...:.. ..........................
t �' , , CON ., AT BASIN W/ I CONCRETE MASONRY RESTRAINING EXISTING WALL AND
i' GRASS OR rANDSCAPED I;:y. `� aA =�`!�` ' I X' WALL BELOW FINISH GRADE PER CONSTRUCT CONCRETE 1 5
,STEEL BOTTOM 1 a f !, I I i. a .....
�. STORM WA R CLEANSING ,. A i . , = f. j :;..... (..:: :.: .
0 E PR/, ATELY \
SLE:.DE i DETAIL E MASONRY RETAINING WALL; '�'
Fit
AREA T B " '' I . ,.... / ...1 is °.. ; r,: l .. , ....
E
i .. / ' PER SDRSD C -3 ENTIRELY ON J ,
1, : •. ,� . .J' :. `� i i ( , ! , .. .... ...... `../ [ . 1 i r.. , , i...... �.,', r..t !..,% L....
1 t_..... 1 ..
MAINTAINED AND,.NOT x ' ... :......... . `. i(1 (. •,
MODIFIED WITHOUT
;! /.., SUBJECT PROPERTY ADJACEN. FQR' WORK OUTSIDE 6F'ti V
PROPERTY y , `' :' ! " SPECIAL NOTES CONT.: !,i!:: "'t "` ; "', f;'
TO SOUTHERLY PRO ! 1, PROR6RT LINE,:; SEEtLjE1TCR'Y I 'r
I / OBTAINING A PER , �., . 1.... �I l........ LINE I OF PERMISSION EYS
% FROM THE CITY"0� ^••....! ........ > '� • -% ;y I 9. THE TOPOGRAPHY AND PROPERTY BOUNDARIES
PPRO M ,/ st
( y� �A X! ATE f
Q " DATED$ 43_. h- Ac6'
EXIS
or4 '.'. i LOCATION I
ENCINITAS 6. PRIVATE STORM DRAIN PIPE TO BE 6 FIELD 13. CGklSTRJGT S'LpAf6 SYZ I t ' TING
„ DI Wrl1E PRIVATE Uu1 amilimw � , \.L.,
DIA METER -35 MIN. ®1% MINIMUM SURVEY PREPARED BY AND OVERHEAD
C°MV`Mp SLOPE �'') ' i UNLESS ( NOTED OTHERWISE. ! ' ' SURVEYING DATED 2/14/01. THE ENGINEER OF
v TD A QEYTy ts'@�` oW ! UTILITIES
' . - . ,•, , ' ; 3'roRM DRAA1 FISR CrrY of
�..} '.:_ t.., t� ALL j 1 K ASSUMES NO RESPONSIBILITY FOR THE EA4CIA/ /T AS S771A pggp LLrNIR. o
<., J ACCURACY OF THIS INFORMATION. U N O
�7 A �m
THE CONTRACTOR SHALL ASSUME j
......., a r ... /., , ..... \......., Y o
/ , -, ;._<; : ..1_.
RESPONSIBILITY FOR DESIGNING AND / Z N
r :SDI1 MIFAFI IgF1(✓ ! ^'t'I''' }X "'' ^' ii`:' " " "" t ' IMPLEMENTING ANY AND ALL TYPES OF SHORING - ION PER V
J F � S � 5 - - , �� ,P INDI�� TES 4 C
�/ 10 LIGHTWELL PRIVATE CATCH BASINS TO BE 6"
/', r'-',ry x ; -' SYSTEMS THAT MAY BE NECESSARY IN ORDER TO 9' R. I rt- 6.5 ('}
ri GEDFi18RIG, " ''''• �I D/A. I BY NDS OR APPROVED E U , U.N.O. PLAN
OM t. // C .' 'S l i. /i:. EXCAVATE FOR THE BASEMENT AND PRIVATE (MIN.) Q AL ! ° . r ,`t `" I 'S91 ` 2 2'
I z a
t STORM DRAIN SHOWN HEREON. THE SOIL 11. THE PERIMETER WALL DRAIN AT THE I I W z a
AND STABILIZATION ! 6 °�srorw ow�Y.N , ' YF: -'I' ,• ! �' ' I I I ALLEY
/ t Add N ENGINEER SHOULD BE CONSULTED FOR SHORING BASEMENT LEVEL SHALL BE PUMPED TO AND
DRAIN W „ I �' I h,• a ! d
F>:wa TION RECOMMENDA7ONS PRIOR TO
t 3 I I W W
r►ri of CA'uSfiEA ItT I i OUTLETTED AT THE EXISTING CURB IN •'
I�� paK ,`
CONSTRUCTION. MANCHESTER AVENUE WITH SOLID WALL PRIVATE ` r.�y L iil "� Z W
18 ma A fts Ur . 1 " -5' COMMENDED ALONG A PORTION STORM DRAIN PIPE AT 1% MIN. . � e _--- - - - - -- PER -
P _ _ _ __ _-- -_____ z zo
SCALE - \ 8. A TEMPORARY STABILIZED CONSTRUC770N \ 4% r
4" MIN
ENTRANCE IS RE W a
12. A PRELIMINARY TITLE REPORT PREPARED BY rf ^•; ' ` i�•';; I-
• x OF THE PROPERTY FRONTAGE WHERE EQUIPMENT TITLE COMPANY DATED 3129102
O
SOUTH COAST Z o
/' �y�j9 0 5 10 AND VEHICLE TRAFFIC OCCURS, AND AS AS ORDER N0. 223506939 - 24 WAS PROID / 89'' TANG. a'
89 TANG. G
IIVf1LTi�A7 /cN/SIiJ VINCENT SAMPO , DATE DETERMINED BY THE PROJECT INSPECTOR. REFER BY THE OWNER AND REVIEWED FOR EXISTING
"
TO THE STABILIZED CONSTRUCTION ENTRANCE z;
.S =DAI A -A SAMPO ENGINEER(NG'.INC EASEMENTS. SAID PRELIMINARY TITLE REPORT C/ �I ALLEY CROSS SECTION(C) U)
N �
e r •; DETAIL D SHOWN ON SHEET 1. REVEALED NO EASEMENTS RECORD.
.. ::....:
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DESIGN BY VLS DRAWN BY WRM CHECK BY: VLS APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0.
I Coker. CHI THE BENCHMARK FOR THIS SURVEY IS A POINT PLANS PREPARED UNDER SUPERVISION OF
ON TOP OF THE CONCRETE CURB ON THE DA7E : RECOMMENDED APPROVED GRADING &EROSION CONTROL PLAN FOR: /�
ArLoCAQ SAO, $ 0 WESTERLY SIDE OF MANCHESTER AVENUE 1 " =5 , y� Z _ °' MANCHESTER A VENUE TWIN HOMES 7704
-V
AS - 7L L /fi 0 OPPOSITE THE NORTHWESTERLY CORNER OF THE ( �� R.CE. N0.: 44173 A ' BY ^ /J 2345