1997-4929 G (Plans) GRADING NOTES NOTIFICATION
0
LEGEND
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SHOWN EXISTENCE AND NLOCATIO OOF UN R UTILITY PIPES UTILITY B AND STRUCTUR UTO
LEGAL DESCRIPTION: POR
OF AGRICULTU AND DESCRIBED �NNG o
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN DEEDS
RECORDED AS FILE S 80- 437840,
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL # ITEM STD DWG SYMBOL
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED ON THESE PLANS, HOWEVER: 66- 200938, AND 80 -47124 OF OFFICIAL
BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. RECORDS IN THE OFFICE OF THE SAN DIEGO PROPOSED IMPROVEMENTS
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO COUNTY RECORDER, LEUCADIA BLVD
2. THE SOILS REPORT TITLED "REPORT OF GEOTECHNICAL INVESTIGATION THE PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS
FINISH CONTOUR 168
GYMNASIUM AND FITNESS CENTER ADDITION MAGDALENA ECKE YMCA ENCINITAS, THE CONTRACTOR ?S RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO A.P.N.:
APN# 256- 340 -11, 20, 29, & 30
CALIFORNIA" PREPARED BY SHEPARDSON ENGINEERING ASSOCIATES INC., DATED CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY
° CRIB WALL, SEE DETAIL ON -�
OCTOBER 29, 1996, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
SITE ADDRESS: 200 SAXONY RD., ENCINITAS, CA Z o
GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND COMMENCEMENT OF WORK: \�\ Of SHT. 3.
SPECIFICATIONS CONTAINED IN SAID REPORT. ��
A. SEWERS - (CSD) 633 -2770 OWNER /PERMITTEE: YMCA OF SAN DIEGO COUNTY ���� UNION ST TYPE A PCC BROW DITCH
D -75 -�
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION 200 SAXONY ROAD r
AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET B. GAS & ELECTRIC - (SDG&E) (800) 422 -4133 Z PROJECT 6"
CURB AND GUTTER G -2
RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE ENCINITAS, CALIF o SITE
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. C. WATER - (SDWD) 633 -2848 (619) 942 -9622 < 6" CURB G
-1
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING D. TELEPHONE - (PAC BELL) (800) 422 -4133 ESTIMATED QUANTITIES:
Qj CREST WAY 5' PCC SIDEWALK G -7
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT E. CABLE TV - (COX) (800) 422 -4133 CUT 3,712 C.Y.*
ENCIN /TA JO TOP OF CURB /BOTTOM 163.60 T C
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR OF CURB ELEVATION 163.10 BC
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO FILL
68 C.Y.* 161.00 FL
GRADING. BEGINNING ANY WORK ON THIS PROJECT. PHONE: (619) 633 -2770. FLOWLINE ELEVATION
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK IS 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION.
EXPORT 3,644 C.Y. *] -
PEDESTRIAN RAMP G -27
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A PHONE: (619) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION
X11/_
WILL BE SUBJECT TO REJECTION AND REMOVAL. * EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT �F - -- -
- --
REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. PURPOSES ONLY. ACTUAL. QUANTITIES MAY VARY DUE DAYLIGHT
LINE
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES EROSION CONTROL TO SHRINKAGE OR SWELL FACTORS.
SAWCUT LINE
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL VICINITY MAP
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JACK GOOD AT (619) NOTES:
-
598 -7614. TYPE "A" CLEANOUT p -g
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 50%
NO SCALE
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT 2•
THE MAXIMUM VERTICAL DEPTH OF CUT IS 9' AND THE MAXIMUM 133 LF 12" RCP
OF 5:30 PM AND 7:30 AM, NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE VERTICAL
HEIGHT OF FILL IS 3'. STORM DRAIN PIPE
HOLIDAYS. STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. "
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS 3 A) A VER A GE DEPTH - VOLU F. = 0.41'
TYPE 'G -1 CATCH BASIN D -8
WIN 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE OF CUT AREA OF CUT S.F. (]
BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL SHEET INDEX
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR, AND PERMITTEE. THE PREGRADE APPROVAL OF THE ENGINEERING INSPECTOR. TYPE
"A -1" INLET D -1
MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 0.03'
1 TITLE SHEET, NOTES, &LEGEND
CALLING (619) 633 -2770. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING OF FILL AREA OF FILL (S.F.)
2 SITE GRADING PLANS
ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN OFF
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED PRODUCING RAINFALL. 3 SITE GRADING PLANS /DETAILS
TYPE "B" HEADWALL D -32
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS OWNER'S
CERTIFICATE
RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE PIPE COLLAR D -62
MAY BE REQUIRED BY THE CITY ENGINEER DUE UNCOMPLETED GRADING
E
DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY OPERATION REQUIRED
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS ABBREVIATIONS
"L" TYPE HEADWALL D - 36 L
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR SHOWN ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY
TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED
CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. WATERS CREATE A HAZARDOUS CONDITION. WITHIN 60 DAYS AFTER ISSUANCE OF
THE CONSTRUCTION PERMIT
BC BOTTOM OF CURB
4929 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED _
AND TO PERSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING CONCRETE PROTECTION S -11
GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT 7• ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING P LAN
DAY UNTILL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY C &G CURB AND GUTTER
SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO SHALL BE INCORPORATED HEREON. CB CATCH BASIN
OTHER WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY CI CURB INLET O
CERTIFIES SUCH GRADING OPERATION. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE CONTROL DW DRIVEWAY
SHALLOW MANHOLE S -17
12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. EXIST EXISTING
FL FLOWLINE
OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN BE IN PLACE AT THE END OF EACH
HW HEADWALL \
" �r�u/Tr'e
AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE OWNER: z>le
��
SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
- LF LINEAR FEET ROOF DRAIN C.O. ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE PERCENT (40 %). SILT AND
OTHER DEBRIS SHALL BE REMOVED AFTER EACH YMCA OF SAN fflEGO COUNTY 0 Z PROP PROPOSED
THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND RAINFALL. 200 SAXONY ROAD PVT PAVEMENT
THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN RCP REINFORCED ROOF DRAIN _70�
_ 8" PVC _
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE ENCINITAS, CALIF CONCRETE PIPE
ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORTS AND THAT ALL' COVERAGE OR GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE (619)
942 -9622 SD STORM DRAIN
EMBANKMENTS AND EXCAVATIONS ARE SUITABLE FOR THEIR INTENDED USE. PARKING LOT
SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE TC TOP OF CURB AC SECTION
WITH SEC SS SANITARY SEWER 2 1/2" AC
SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACE TO PROVIDE STATE C CALIFORNIA DEPARTMENT OF CONSERVATION. ASSESSORS PARCEL: 256
- 340 -11 20. 29. & 30 4" CL. II BASE
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE
WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE HYDROSEED MATERIALS
SITE GRADED D AREAS L UNTI ` L SUCH REME TIME AS PERMANENT DRAINAGE O AND N EROSION S CONTROL DECLARATION OF RESPONSIBLE CHARGE
S ERVICE ROAD
IN THE ABSENCE OF INFORMATION TO THE CONTRARY THE HYDROSEED MIX AND AC SECTION
MEASURES HAVE BEEN INSTALLED. APPLICATION RATES SHALL BE A MIX OF ALL THE FOLLOWING: 2 1/2" AC
5" CL II BASE
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE ZORRO FESCUE, 20 LBS PER ACRE. I HEREBY DECLARE THAT I AM
THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT
AS DEFINED EXISTING IMPROVEMENTS
AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE ROSE CLOVER, 20 LBS PER ACRE. IN SECTION 6703 OF THE BUSINESS AND
PROFESSIONS CODE, AND THAT THE DESIGN IS
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS CONSISTANT WITH CURRENT STANDARDS. ROOF
DRAIN LINE
SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL AMMONIUM PHOSPHATE SULFATE (16 -20 -0) WITH 15% SULFUR, SLOW RELEASE 1000 UNDERSTAND
THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE STORM DRAIN LINE - SD
BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 LBS PER ACRE.
PERCENT. IT SHALL BE THE CONTRACTOR ?S RESPONSIBILITY TO PLACE, SPREAD, CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT
RELIEVE ME, AS p
�pFESS/ SANITARY SEWER LINE
WOOD FIBRE MULCH, 2000 LBS PER ACRE. S - --
WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. Q
HETj� H'! WATER LINE W
��o R, �
NOLTE & ASSOCIATES S
i E y� y ELECTRICAL CONDUIT -E-
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO WATER FOR SLURRY, QUANTITY AND RATIO OF WATER TO OTHER MATERIALS SHOULD 5469
KEARNY VILLA RD SUITE 305 2
PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OR BE LEFT TO THE APPLICATOR. THE MIXTURE OR RATE OF APPLICATION SHOULD NOT SAN DIEGO,
CALIFORNIA 92123 CONTOUR -
EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS BE SUCH AS TO CAUSE EROSION AND NO RUNOFF SHOULD OCCUR. (619) 278 -9392
m DP. 12-31-M DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. * ! SPOT
ELEVATION
159-80
ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR ALL SEED AN D FERTI SHALL BE TAGGED
D T OD T E SI LED AS I REQUIRED RED BA l'l 0/ �\
EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED BAGS STATE p CAIN F � FENCE
AND DISPOSED OF. THE TOE AND TOPE OF ALL SLOPES SHALL BE ROUNDED IN REGULATIONS.
ACCORDANCE WITH THE GRADING ORDINANCE. � MANHOLE n ° o
THE SEED SHOULD BE INOCULATED WITH BACTERIA THAT HELPS FIX NITROGEN. THE __
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE DEPARTMENT OF AGRICULTURE TAGS SHOULD BE CHECKED FOR THIS PROCESS, BY. JAMES
R. HETTINGER R.C. ^ 31756 DATE CATCH BASIN
COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO EXPIRES 12/31/00
AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED GRAVEL BAG AND HYDROSEED PROPERTY
LINE -- z
APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL
SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE
DISPOSAL OF ANY SUCH MATERIAL. APPLICATIONS SOILS ENGINEER'S CERTIFICATE U TILITY EASEMENT
GRAVEL BAG AND HYDROSEED APPLICATIONS �� OFESS / py
I, WILLIAM E. ELLIS, A REGISTERED ENGINEER IN THE STATE OF CALIFORNIA I/ � r I
�o i1ET STREET LIGHT
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HAVE ? � R• �, _
1. GRAVEL BAGS SHOULD BE PLACED TWO BAGS HIGH AT THE TOE OF ALL SLOPES REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS
INCLUDED U
_
,` �F z CURB & GUTTER
BY THE GRADING SHOWN ON THIS PLAN. IN THE SOILS REPOT FOR THIS PROJECT HAVE INCORPORATED IN THE GRADING PLANS !,`,'`
No 31756 T m 0
AND SPECIFICATION, RR N
2. GRAVEL BAGS SHOULD BE PLACED AROUND ALL DRAINAGE INLETS TO PREVENT , ; RETAINING WALL I
SILT FROM ENTERING THE DRAIN SYSTEM. PLACE BAGS TWO HIGH. IF INLET IS NEAR � �� �
IV
THE TOP OF A SLOPE, PLACE BAGS ONE HIGH AND LINE THE TOP OF SLOPE WITH SIGNED: `L�- Ta CCG�� �`� F� J'
�IYI�
ENCINITAS FIRE PROTECTION DIST BAGS (TWO HIGH) WITHIN 10 FEET OF THE INLET. OFCK
RCE NO.: C � /F'oR _ 10p 293 1
APPROVED W
3. HYDROSEED ALL MANUFACTURED SLOPES OVER THREE (3) FEET IN HEIGHT. REFER alp 9.3097 I-
TO THE HYDROSEED MATERIALS NOTES FOR MIXTURE AND APPLICATION RATES. EXPIRATION DATE: 2 -97 S - BUILT J
BY: �� ":; sy: , 2 M \ NOLTE AND ASSOCIATES Z
5` 8 9 7 JAMES R. HETTINGE RCE 31756 ENGINEERS /PLANNERS /SURVEYORS
DATE: DATE: s-u -9 8 5469 UARNY VUA RD,SUITR 305, SAN DHM, CA. 92123 (619) 278 -9392 u uj
ED Y RA CHECKED BY"
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY E VIN J DEVELOPMENT KEN MAN KEN MELIM HETNGER APPRO
VALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. Z
AS - BUILT O S Z9 Q AJOLTE 5 - 7 -95 R0458 STA 1 +95.39 M -10
APPROVED wTT� pia+ PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP OV
DESCRIPTION: STANDARD STREET MONUMENT �`� GRADING AND DRAINAGE FOR
LOCATION: CL ENCINITAS BLVD AND SAXONY - FeNU�S �ow�l w-xU�
RD, MOST WESTERLY MONUMENT HORIZONTAL NONE BYf f DATE: 3/26/97 BY: BY: W
,�-,� �Lw. EXPANSION OF ECKE YMCA, 200 SAXONY RD 4929 - z
R.C.E. N0: 31756
VERTICAL NONE DATE: ZB 'JAMES R HETTI GER DATE: ' 2 '9 DATE: 7 IN APN 266 - 340 -29
Z
ELEVATION:
RECORDED FROM: SAN DIEGO CO BENCH MARK BOOK 105.501 D ATUM: MSL EXP: 3 -31 -00 WORK PROJECT NO. MUP 94 -205
SHEET 1 OF 3 W
GRADEI.DWG N: \SD0332 \00 \CADD
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SCALE: i =20' NG:
m
GRAVEL BAGS TWO HIGH k 31756
SHOVM 74J&- DR 12-31-OD
CDCCII�
NOLTE and ASSOCIATES
or chv\ m 1111111111110� Enonme / Plamwe &Y"yore
Lu
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED _BY 1 DRAWN BY 1 CHECKED BY
ON
elSXfv1 vwy aefo,5 JF R0458 STA 1+95.39 M-10 KEN MELVIN KEN MELAN I JIM HET-flNGER APPROVAL& CITY OF ENCINITAS
ENGINEERING DEPARTMENT DRAWING NO. m 'o . .
DESCRIPTION: STANDA STREET MONUM PLANS PREPARED UNDER SUPERVISION OF
�OWIN,-V_f_ 61 J�kW ( �j RECOMMENDED A, GRADING AND DRAINAGE FOR
- LOCATION: CL ENCINITAS BLVD AND SAXONY HORIZONTAL 20' DATE: 5/23/97 _jlOVE Ir -_
&AFY16E olrell,41Y.9 Lu
W
AC 70N��A
Y
31756
RD. MOST WESTERLY MONUMENT BY: BY: EXPANSION OF ECKE YMCA, 200 SAXONY RD, Lu
4929-G
AS - BUILT -
ry "-It AJOLTE7 RECORDED FROM:SAN DIEGO CO RD" MARK BOOK j-- •--/k- kmz� R.C.E. NO:
ELEVATION: 105.501 ATUM: -M.% VERTICAL NONE - JAMES R. HETTWtER 12-31-00 DATE: DATE: IN APN 258-340-29
Z X
EXP: WORK PROJECT NO. MUP 94-205 SHEET 2 OF 3 LU cL
GRADE2.DWG N: \sD0332 \00 \CADD\
ALLAN BLOCK RETAINING WALL
GEOGRID SCHEDULE
�1 "FOR STABILITY, OVERTURNING, SLIDING AND STRESS CALCULATIONS,
�� HEIGHT BURIAL GRID LAYERS LENGTH NUMBER OF BLOCK COURSES REFER TO CALCULATIONS BY TIMOTHY S. MAL.IS, R.C.E. 31925."
G NOTES
65.52 x FT. IN. FT. ABOVE BASE
\ \\ 167.61 D1 D2 D3 T.W. ELEV. ON 1. STRIP ALL VEGETATION AND ORGANIC SOIL FROM THE WALL AND
GEOGRID
0 - 2.91 3 0 PLAN - - OPTIONAL ALIGNMENT.
CAPSTONE 2. BENCH CUT ALL EXCAVATED SLOPES.
2.91 -5.715 3 -6 1 3.0 4 3. DO NOT OVER EXCAVATE UNLESS DIRECTED BY THE SITE SOILS ENGINEER
TO
5.715 -8.255 6 -8 2 4.1 4 8 ALLAN REMOVE UNSTABLE SOIL.
8.255 -10.16 8 -10 3 5.1 3 7 11 5LOCK 4. SITE SOIL ENGINEER SHALL VERIFY FOUNDATION SOIL AS BEING
COMPETENT _
PER THE DESIGN STANDARDS AND PARAMETERS.
- - - - - - - - - - - - --1-02 _ DRAINAGE 5. BASE SHALL CONSIST OF COMPACTED GRAVEL, MINIMUM
OF 6 INCHES THICK.
- - - PILL 6. MINIMUM EMBEDMENT OF WALL BELOW FINISHED GRADE SHALL BE 1 INCH
- i= "�,._,- ` - - - - -- 167.49 � - -- --
- � H CiEOCsRID PER FOOT OF WALL HEIGHT WITH A MAXIMUM OF ONE COURSE OF BLOCK
�04 BURIED IF SOIL AT TOE OF WALL IS LEVEL.
3
II NEW '� Ds 7. FOLLOW APPLICABLE PROVISIONS OF THE MANUFACTURERS INSTALLATION
CURB ��' °'�'� D2 INSTRUCTIONS AND SPECIFICATIONS.
- - - - - _ \ _ _ _ _ - �� D 8. DRAINAGE FILL 12 INCHES THICK SHALL BE INSTALLED BEHIND
THE WALL
8 ; , L FACE TO WITHIN 12 INCHES OF THE TOP OF THE WALL.
WHERE AI -
9 ERE DR N TILE I P
LE S USED PROVIDE T
DE OUTLE S MIN. RY FEET EVE 50 EE N 0
.:.:::::::::::::::.- ..........:iiiii:: i:-: i:-ir:i:i:r: {:._. ::::::::::::.. -::::: iriiirr :'rrrrrr:
m COMPACTED S
:::: :::::: ::;:; .:::::::::::: ::.:::::::.:::;;::;:;:::;:::::: O OF THE WALL AS SITE DRAINAGE
_ ............._.. GRANULAR 5A5E DICTATES.
CENTER TO DAYLIGHT OR AT THE END
>•0+ :.-:::: . .::::: rrrrrc {:- r::::;; rrrr:_
e x 10. BACKFILL AND COMPACT IN FRONT OF THE WALL AS THE WALL IS
1 66 167.32
:::: ............ ............................... ............................................... ............................... .................
INSTALLED.
x O.:ri:i r }rirrrr:: r:: r }r }:: if ii }rri:i r irrrr:: r.::: {. :.::.:::: ::::::. c. ::::.:. :::::: ::: : :::.:::::::::. ::::.:. :: ::::.:..
165.54 A LLAN BLOCK GEOGRID SY TEM 11. RUN A PLATE COMPACTOR ACROSS THE TOP OF EACH COURSE OF ALLAN
_.�• .: .: _.: .{ rrrrcrr:_ r:: •rr: {iii :rrrrrrrrrrrrrrrr::�r:r :{ :•r: - : - ::: S
rrrr: r: irr} rrirrr:::: ............._ .
::.......... : iii :iirr }r rr:rrr BLOCK AFTER CORES HAVE BEEN FILLED WITH GRANULAR MATERIAL.
/ NOT TO SA
" "'`' CLE
::::::::::::::::::: : ::::: ::: :: 12. COMPACTION TESTS SHALL BE TAKEN A TH
. ...............................
:::+ . ................. � . KE S E WALL IS INSTALLED. THE
tf' ::::::.:: ::::::. ►
::. > > MINIMUM NUMBER OF TESTS SHALL BE DETERMINED BY THE SITE SOILS
1p c p 6� rr: r::: ir:::.
-:...: .%...6, ..'� �'-. DIMENSIONS PER CALCULATIONS
N IN
. �. :.
.'.
E G EER.
...... APPROVED SEPARATELY .'0� �` .: _ x RO ED SE ELY
- - � � � - ' - "- .. 13. COMPACTION SHALL BE A MINIMUM OF 90� STANDARD PROCTOR DENSITY.
/ - rirrrriirrrir:i•rri:i {i _-:i-r: rrrr�.. � -rrrrr ?r {i�rr. - ..... .. .::::: �-:.if:: 6'.. � �iir:{ �:�: rrr: r: �::::. -
. .................... .............................. ............................... .......................
# SEE TYPICAL CROSS SECTIONS FOR GEOGRID TYPE LENGTH AND LOCATION
r - - - - - _ _ - - 14. REQUIRED.
v o
-O
-O-
15. PROVIDE DRAINAGE SWA ABOVE BO WA WITH
VE LLS SLOPING BACKFILL ABOVE
:: 1 WALL.
- - - - - "° 1fi. ESTABLISH PLANT GROWTH AS N A
.......... .................. ................ ........... .... ............................... ........ ] - - - - - -
00 S WALL IS COMPLETED.
..........................
x ...... .......: .....
f:i:{ :ii ii: : iiriir :ii i:.. J .. ....: �. .. .:ii ?i: : iririr }i::::: P s 17. FINAL WALL
ALIGNMENT SHALL ....... . _........... ............. ............. .......... d t� 6
. , a LL BE LOCATED IN THE FIELD. IF CONDITIONS
8
:.:. : : : ::......... :: :.:::ir:irirrr y:: : : ........... :.P ) ,.' ARE DIFFERENT THAN THOSE STATED
IN THE DRAWINGS AND SPECIFICATIONS
-. 6+ a
8,. THE CONTRACTOR MUST CONTACT P
a+ . : : .... 8 S , THE PROJECT ENGINEER PRIOR TO
..... ...............................
cs S X39
" s ' ....... ri i:iiii {ii.ir }rri : S PROCEEDING WITH THE CONSTRUCTION OF THE WALL.
._ -� - S ri: {ii;:i { .tD.�.::.. -
. ...............................
..... ...............................
�9... - -- " , 18 ALLOWABLE CONSTRU T - ONE (1) DEGREE.
........................... ..............................: ... ............................... . 0 TOLERANCE
OF + OR
{:G ... ... .: :..... -
- - 1
-_- 9. RI HA
GEOGRID SHALL BE H F
............. ...............................
:. ]: UESKER 0
53.4:-: ?. = ::::::::::: }r ?ii::r::... 78 RTRACT AS SHOWN IN TYPICAL SECTIONS.
i
-.!Y .
�' : : - r ': { {{ _ ::::-: - : r r:::_ r:� r r.'rri:Ci -r:r : -.:.:
............. ...............................
.................................. ...............................
................ �2 DESIGN PARAMETERS
...S. - - - - - --
: r:- rr::�.:::ii�.-�rr rcrrrr...
.......................
So r... iri: riirii r: i: i }ri: : 4� : 1. A _ :`:ii:rr:
... � ......::.::::............ a
ALLOWABLE BEARING CAPACITY
LLO F P F.
0 3 000
,
PS
F.
DRAINAGE FILL 2. DR AN A SE MA
LL D B IA T
E - .� EXIST. corn. : � :: : : :::::::::::::::::• :::::.- STANDARD BLOCK
MATERIAL 0 BE .25 IN. TO 1.5 IN. WELL GRADED
it is r: :::: iiiir::_r:::: :: ::i:i r:_: : : ::. .... :......:::::. . PAVEMENT WITHIN LFMITS
AGGREGATE WITH NO MORE THAN 10% PASSING THE 200 SIEVE.
= ( NO TO SCALE 3. NO ANALYSIS FOR GLOBAL STABILITY OR SEISMIC.
_...r .::: rrrrrrrr
I \
: �:: : :::::::::::::::::: ::: : ::::: - :::::::::::::.: : ::::: OF NEW PAVEMENT.:::-::: ::::::::.: :.::::::::::::::.:::: i {' '
4. FACTORS OF SAFETY. SLIDING 1.5, OVERTURNING 2.0, BEARING 2.0.
5. N N D WATER 0 GROU R E OR HYDROSTATIC PRESSURE.
6
5
S
1
.......... ..._............_.............. ....................................... ............................... ... :(_: {:.:: ?ri }:::�::::::.......
6. DESIGN PER ALLAN ENGINEERING
. BLOCK E G NEERING MANUAL.
PRELIMINARY DESIGN
EL ONLY. SUBJECT T TO
JEC REVIEW APPROVAL RE E D A F A L
L 0 LOCAL
:: r r: � rrrr: _ rrrr:ir: :� �: � rcrrrirrr::::: � .4r:rrr:: 7 PR . - �.: � . -. � :. � ::::. � :::..........
x
_ ................. .:...- ::.::: ::.:::: ::: ::: :.:::. __... ::. :.:::::.:....... PROFESSIONAL ENGINEER.
REMOVE EXIST. 7 : 6- :i1 �i
8. 3 DEGREE OR 12 DER WA
x JUNGLE GYM ", n . :. x GEE LL BATTER PER DESIGN WITH ONE DEGREE
.......... .............. .
�... � .:::::: m i 66.57
CURB, k FENCING r.tp: ::::::::: p ;: 167.52 CONSTRUCTION TOLERANCE.
:::::::::rn �- : :: :::..:::::� e..
:.- ::::::::.�.• ' ? }::- -� S\ 9. SLOPE SURFACE WATER DRAINED LATERALLY; NOT OVER WALL FACE.
��' . :: � N^ �s s� 1
N. 10. SOIL: FRICTION ANGLE 33 DEGREES; WEIGHT 120 PCF; COHESION IGNORED IN
1 -
_ ��
.........
_..
.:.:.:. ::::::::::::. 11. SURCHARGE: NONE.
SAWCUT EXIST. PVT., x
��.:. 165.30 - 12. MAXIMUM SLOPE ABOVE WALL LEVEL.
o v PROVIDE TACK . COAT
IUNGL_ O ,n, (D
O ,� O
FH
13. I A
SOIL SSUMPTIONS AND ACTT EARTH ACTIVE RHPR A
PRESSURES BASED ON REPORT Y
t OVERLAY &SEAL AS 1 tr B
' _J ?: SHEPARDSON ENGINEERING ASSOCIATES.
IJ ' ....... ..............................: ::::.: ::: ?- :::::i:::::::::::: :;:i :::` is:. ..::.::._:::: - .........................
NEEDED FOR SMOOTH. G REPORT DATED OCTOBER 29, 1996
x I _ ::.::::: ` ` . :..:::::::::::.:::::.- :::::.... ......,........._.:. ........ S.E.A. 96171 -01 .
.......... .................
_...........
164. 1 1 $ R: :.::- :::::::::::::::::::::::: .: iiiiiii(i : i isr }::: .::i:. i:i: .... .. ..... J .............. TR ANSITION
TO EAST. I ( )
.... ...............................
\ -
16 5 .:: ; i: i ::: i:_ri:ii: iiiiiiii ::.( : i:.: : : ::: : ::::::.......::::<p _ 6
..... B
I r:�:�rr :ii :: ..._:: :::: _:::: : :. :r:.:;.rrr::i:r7 :iiiii:i ,,, � .. d .. 164.L,r ......... .......::..::::::::::::-
. .::::::::::.............:.?! :::t : .:.: ::.:_:.:.::::.:: :-. EXIST. CURB TO
........... -: :.::::::::.:;i;if::::::::: -:: -- < !:::._:::: r :: :::::::::.- .:.........:..:►...W .. `�: ::: ::: -: _ : �►/
// REAMAIN
REMOVE _ ................. ::: ::::::: ::.::::: i:::i::.::.::: :::::i :::::: -::: _.......................-. of y
..........
C _....::..::.-:: : : : ::: :::r'.......... :_ :._::::. I ::::::::::::::: ..::: '�::::::::::::... ::::::........ :.:............. .::....�
T a' P 18"
I w ( EXIST. BLDG _...::._. -... . / �.
... ............................... . : ::::: :::::::::::.:::: - ::::..::.. ...... - :::::..: ::.::::
. :: 4 ::: ....... :: -::: - ?: ::: : ................. 'S .. i :::.:.h... ... ... REMOVE at .. x 9 ! ^ co
WV
Q :::::.: } :.:..:..:::::::::. [.. ::.......�6 1311. P..StN O W
G I I - .......... �'' 6�'..::: _.:::: !J ::i:: :::::... :r i:::EN T. CURB MATH .....� 7r G
irir::: :i: r:: :: irirri::.. . : : : : : : :.o ::::::::::i::: CG 0 ::::: cS ... .................._............ _..........._5......_........
.. _...... ... :- ::: ::::::::::::::::::: �... b 9 /� "
o :. G... _ _... . _ _. 5 .. ............................... ...........: _........� . R =
I ..................... :::.:....SUILFSII G .:...... ::...:::.............:. .� .. 16 . 20 .. r. : As ELEV.
ON
x 1 :.......::: ., - - - - - - PLANS
6 4.
36 -C?
E P. C. C. D/
{ r
z GH :::::::.::::...: -.: ::::::::: .: :. °. + :........m O
c \ ,/ ..:...:........ XIST
IN
S HE ....... .............. .....
T ,Z� LET REMOVE H EXIST. BLDG :..::::::.�:.�:..... MEET E PROVIDE CURB OPENING FOR �
"
d► ..:::. �,.GURB w 6
.............. - .::..� . >t .. o A..y: !�C DRAINAGE MEET EXIST. C&G. c b
P �k .......:::::..: �p ^y:... ��} .. .:a'm .. r. :.. ...�� (SEE CURB OPENING DETAIL ""�
....c .::f.:.... .
•t: .::':9.�. .. �.�..::. x. :::zl _. THIS SHT.) "
��" 1�+3..i:::.•t /. V::.._:.::: S p h ...... a c� V 7
tycl 20 SEIWFR ASEM ...... ...::....:.:�....:::::::::::::: :...::.:::::: !�..
P 77 -2 2 EXIST. ::::::::..:.........
DA` ... 12/77: I TO REMMMN .::..:: - �...::: "_ }r ...... _- ' .:..... ....._.....
F 45 j:6... OVERLAY
- N ........... .........:::... :.:........... ...... 8 2 3 , .. 8 ................ ::: {....... RE
:......::::::: s LINE....:.. s
.. : Y �� CURB OPENING DETAIL
4 1$3.62 - , r s
�: :. a ,1 E S .... :
• HEET 2 ._ 31n _.: }..�. 6 2 NOT TO SCA
i 1 t n SD SD
:�.M . 1 9 LE
PROVIDE CURB OPENING L
FOR DRAINAGE. (SEE 1
CURB OPENING DETAIL I 1
163.62 >G THIS SHT.)
163.69 � .. .. - 1 63 57x 1 U
Z
; 1
/�63.501 1 „
0 10 20 40 60
F
SCALE: 1"= 20'
Q POFESS /p q C4
�p R. H ETA "� 0
41 311
e S s M
A
UP. 123 � ► NOLTE and ASSOCIATES
CO
Z
^
�l9rF OF / �p� \�� � Engineers /Planners /Surveyors N Lu 6160 UMW WL ®.,9M 906, 9111 =% CL WM (NO) 976
-M
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE N BY DRAWN Y CHECKED BY
Z W
AO✓b°57E0 fl9rPO5CAPE •9f Roa58 STA 1 +95.39 M -10 KEN MELVIN KEN MELVIN JIM HETTINGER APPROVALS CITY OF
ENCINITAS ENGINEERING DEPARTMENT DRAWING N0.
DESCRIPTION: STANDARD STREET MONUMENT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED AP ROVE GRADING AND DRAINAGE
FOR
LOCATION: CL ENCINITAS BLVD AND SAXONY --m
n : =:
U /LT -C• S-L -9 TL/OLTE 5-7- HORIZONTAL 20 DATE: 5�23�97 4929 Z_ w
RD. MOST WESTERLY MONUMENT
S -B BY: BY: EXPANSION OF ECKE YMCA, 200 SAXONY RD.
RECORDED FROM: DIEGO CO BENCH MARK BOOK VERTICAL NONE x -� R.C.E. NO: 3175$ IN APN 256 340 -29
C'3 Z
ELEVATION: 105.501 n ATUM: MSL JAMES R. HET GER �'-`�7 2 '� Z o
EXP: 12 -31 -00 DATE: DATE: 9 ' SHEET OF W a
WORK PROJECT NO. MUP 94 -205 3
GRADE3.DWG N: \SD0332 \00\CA0G\ �