HomeMy WebLinkAboutPrecise Grading GRADING NOTESPRECISE
1. ALL GR4DING SHALL CONFORM TO THE LATEST PROVISION OF THE UN/FORM BUILDING CODE AS AMENDED IV CORON4
:J
BY ORDINANCE 9J-04.
2- MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE IX DRAINAGE SWALES SHALL BE A
MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES a
-
3. MAX/MUM CUT AND FILL SLOPES 2.1.
4. PROVIDE 5' WIDE BY f' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH.
5. ALL GRADING SMALL BF DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION PROJECT
REPORT FOR ALL FILLS OVER I' DEEP. '� SI TE
6 A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN
CERTIFICATION OF COMPLETION OF ROUGH GRADING /N ACCORDANCE WI'T'H THE APPROVED GRADING FA A
PLAN PRIOR TO ISSUANCE OF THE BUILD/NG PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE,
ELEVATION AND LOCATION OF CUT FILL SLOPES City f Temecula
rL I y o
7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 Y14 Q f10W5, ALONG TOP Ori` CUT SLOPES C,AAIpAN1XA MMT'
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT-
; ,
79
9. ALL GRADING SHALL BE DONE /N CONFORMANCE WITH RECOMMEINDATIONS OF THE PRELIMINARY SOILS
INVEST/DATION BY CONVERSE CONSULTANTS PROJECT NO 96-81-420-01 DATED 4-26-96 AND ALL � .
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY
ENGINEER/NG DEPARTMENT WHICH SHALL INCLUDE FOUNDA77ON DESIGN RECOMMENDATIONS AND
� ��' . ' `�, �� �;...... - �"" - � � TO SAN DEW
.. ......... j
CERTIFICAT/ONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF I VICINITYMAP
THE PRELIMINARY SOILS REPORT. ` t _. ..._ . `.T ' �.._ . _.. .
4
.. _.... NOT TO SCALE
10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT TFL (909)694-6411 AT LEAST 24
�. ,...
t
HOURS /N ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION.) THIS INSPECTION { ° •�, :'�' r�
MUST BE APPROVED PR/OR TO BUILDING PERMIT FINAL INSPECT/ON FOR EACH LOT.
z
.... .�� � � C N RU N NOTES:
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERITCAL HEIGHT AND FILL SLOPES EQUAL Tn OR � ,� ,
GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN � �
ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY /N � � 1 CONSTRUCT 0.25' AC OVER 0.50' AS.
ACCORDANCE WITH CITY DEVELOPMENT CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. , a
� 1
12. NO FILL SHALL BE PLACED ON EX/STING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, $ 74
CONSTRUCT �' THICK DECORATIVE CONCRETE PAVEMENT FOR PATTERN
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. ! - ' " ? SEE LANDSCAPE PLANS.
r CONSTRUCT 4" THICK P.C.C. CONCRETE SIDEWALK PER ARCH. PLANS
13. IF STEEP SLOP/NG TERRAIN OCCURS UPON WHICH FILL /S TO BE PLACED, IT MUST BE CLEARED, KEYED, ', ', . - � ` ' �' ` � ....i„ 3
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATER/AL. =' :< 4� CONSTRUCT TYPE 'E' CURB do GUTTER PER CITY OF TEMECULA
�,
STD. PLAN N0. 205.
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRA/NAGE °` - "
STRUCTURES, TEMPORARY DR4/NAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER :. CONSTRUCT TYPE "D-�' CURB PER CITY OF TEMECULA
'. 5 STD. PLAN NO. 204A.
AND DAMAGE TO ADJACENT PROPERTIES.
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. _. + CONSTRUCT CROSS GUTTER PER CITY OF TEMECULA
tA)kCT 2��1�8,.
STD. PLAN NO. 210.
16.- ALL EX/STING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FDNC ?ON, ESPECIALLY ,,
7 CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF TEMECULA
DURING STORM CONDITIONS PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST �
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS STD. PLAN N0. 302.
�'` T ', CONSTRUCT CURB RAMP CASE B TYPE 1 PER APWA STD. PLAN NO. 111-2
17. STABIL/T1' CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE
SUBMITTED BY A SOILS ENG/NEER TO THE CITY ENGINEER/NG DEPARTMENT FOR CUT AND FILL SLOPES
�`` . � 8A CONSTRUCT CURB RAMP CASE D TYPE 1 PER APWA STD. PLAN N0. 111-2
OVER 30' IN VERTICAL HEIGHT.
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CE1RTIFICATIOVN OF BUILDING
` - � SAWCUT, REMOVE AND DISPOSE OF INTERFERING PORTION OF CURB do GUTTER
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN
SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE /S
REQUIRED THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 10 DECORATIVE WALL PER ARCH. PLANS
PLANT AT 1 CE'NT'ERS �``
19. EROS/ON CONTROL: ALL GRADED SLOPES SHALL BE PANTED MOTH ROSEA ICE LA 2" OiIV � � ' � � � 11 CONCRETE CHANNEL TRANSITION PER DETAIL ON SHEET 2 •
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND
COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL
PLANTED AT 1 N CENTERS SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT CONSTRUCT U-CHANNEL PER DETAIL ON SHEET 2
BE LA TED 0 0 e 2
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R I
20. FIN/SH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR I \
A MIN/MUM OF 3 FEET. \ °
21. NO OBSTRUCT70N OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. INSTALL 24"X24" JENSEN DRAIN BOX W 24"X24" TRAFFIC GRATE
0 0
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED /N THE FIELD PR/OR TO COMMENCEMENT Off` � � .�. � a5f; OR APPROVED EQUAL PER DETAIL ON SHEET 3
ANY CONSTRUCTION / GRADING.
CONSTRUCT LOCAL DEPRESSION PER DETAIL ON SHEET 3
I �,
23. APPROVAL OF THESE PUNS BY THE CITY OR ITS AGENTS DOES NOT REl/EYE THE APPLICANT AND MTS 1
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED
DURING CONSTRUCTION. UPON REQUEST,
THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY REMOVE AND DISPOSE OF EX. BULKHEAD
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. ,,. o
OWNER OPER.
23 INSTALL 9" SQUARE GRATE (NDS 950) W/ RISER
OR APPROVED EQUAL
„�� I _..w.,..
NEWLAND COMMUNITIES �- o o
27393 YNEZ ROAD, SUITE 253 INSTALL 9" ATRIUM GRATE (NDS 991) W/ RISER 1
TEMECULA, CALIFORNIA 92591 ' �. _ _ r° OR APPROVED EQUAL
(909) 694-5572 O
��------- �" 25 INSTALL G" PVC (SCHEDULE 40) 1
RRA
ALL A/. COL.L UVIUM TERRACE
LEGEND
THE SOILS REPORT DATED 05/06/99 BY CONVERSE CONSULTANTS STATES ALLUVIUM AND COLLUVIUM ARE
EXPECTED TO SHR/NK ON AN AVERAGE OF APPROXIMATELY 12X BY VOLUME , WITH VARIAT70NS FROM '"� _
1OX TO 14X SHRINKAGE BY VOLUME AT VARIOUS RAVINE LOCATIONS AND IN PAUBA VALLEY. SUBSIDENCE ' AC ASPHALT CONCRETE
IN RAVINES AND THE VALLEY DUE TO EARTHWORK ACTIVITIES MAY RANGE UP TO 0.2 FOOT. CVC - BEGIN VERTICAL CURVE
P � CF = CURB FACE
EVC END VERTICAL CURVE
THE SO/LS REPORT DATED 05/06199 BY CONVERSE CONSULTANTS STATES SHALLOW PUROUS PAUBA BEDROCK FF -- FINISH FLOOR
AND MEDIUM-DENSE DEPOSITS AWAY SHR/NK FROM 10 TO 14X BY VOLUME WHEN PROPERLY RECOMPACTED. ' FH - FIRE HYDRANT
DENSE PAU84 BEDROCK IS EXPECTED TO SHR/NK FROM 3 TO 6 PERCENT. MEDIUM-DENSE AND DENSE FL -- FLOW LINE
BEDROCK ARE DISTRIBUTED THROUGHOUT THE PROJECT SITE. IT IS RECOMMEND THAT AN AVERAGE SHRINKAGE ' FS - FINISHED SURFACE
OF 7X BY VOLUME MAY BE USED TO ESTIMATE SHRINKAGE FOR THE PAUBA BEDROCK. SUBSIDENCE OF THE FG - FINISHED GRADE
EXPOSED SURFACE IN DEEP CUTS INTO THE PAUBA BEDROCK /S EXPECTED TO BE NEGLIGIBLE, EXCLUSIVE � � GB -- GRADE B R EA K
OF WET WEATHER EARTHWORK DISTURBANCE
HP - HIGH POINT
DOCUMENTED AND UNDOCUMENTED FILL: _ INV - INVERT
THE SOILS REPORT DATED 05106199 BY CONVERSE CONSULTAN75 STATES SHRINKAGE OF DOCUMENTED
FILL MAY BE NEGLECTED. SHRINKAGE OF UNDOCUMENTED FILL MAY BE TAKEN AS 15X TO 20X C - PLANTING AREA
TC TOP OF CURB
- TP - TOP OF PAVEMENT
:: .. __
SUMMARY .. .. .
TG TOP OF GRATE
�'
VC - VERTICAL CURVE
TOTAL CUT.• 250 C1' _ EXISTING CONTOUR
TOTAL FXL- 17W CY w _.__. _._... ._... . -.. ._ .
a
,.
-- PROPOSED CONTOUR
SODS �TFACATE
- TRACT BOUNDARY
WE HAVE REVIEWED THIS GRADING PLAN AND FIND IT TO BE /N SUBSTANTIAL CONFORMANCE "
WITH THE RECOMMENDATIONS OF OUR SOILS REPORT, 99-81-112-01, DATED MAY 6, 1999 '""""" _ I - FLOW LINE
�4
CONVERSE CONSULTANTS -- SLOPE (2:1 MAX.)
INLAND EMP/RE - LIMITS OF GRADING
10391 CORPORATE DRIVE
REDLANDS, CA 92374 (909)796-0544 HASHM/ S.E. QUAZI, P.E. C046651 -- DAYLIGHT LINE
100' D 100' 200' 400' -- PROPOSED WATER LINE
SCALE /N FEET _....._...r._....._....................._......._........_.. ....._. - PROPOSED SEWER LINE
BASIS OF BEAR/NG - CONCRETE
CFO-
Underground THE BEAR/NGS SHOWN HEREON ARE BASED ON A PORTION INDEX SHEETS,
Sorvlco Alert OF THE CENTERLINE OF BUTTERF/ELD STAGE ROAD AS SHEET No.(s) DESCRIP'110N - AC PAVEMENTof CO °"'�' SHOWN ON PARCEL ANAP NUMBER 23432 RECORDED IN
1 OF 3 TITLE SHEET
�; TVL FREE BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS
OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'5623"W 2 OF 3 PRECISE GRADING PLAN LD02-201 GR
1-800 NOTE: & LD01-160GR
- NOTE• GRAD/NG NOTES ARE PROVIDED VERBATIM PER THE REQUIREMENTS OF THE CITY OF 3 OF 3 DRAINAGE PLAN AND SEE LANDSCAPE PIANS FOR PIRMNG
422 413.3 TEMECULA PUBLIC WORKS DEPARTMENT AND ARE SOLELY SPECIFIED AS SUCH. HORIZONTIAL CONTROL PLAN AND DETAILS. LD01-111 GR
n� Norec� dors er=g Tai aic
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 Scale: 2 / The Keith Companies, Drawing No.
� 7a AS SHOWN RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS
of ADDED DRAMAGE FAqu ADDED �. ELENS. 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION � pip
Contr�aetor -�_�- �yD ooNST. OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO Drawn by: `�
CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND 1 1.■1w"y ue9v Cadw . � 3W Numm Vb* of -9024 (M/ OW-02 7 Z/
AND �,,,�, e_
WYM �� A Al we � � ACCEPTED BY. DATE- PASEO DEL SOL PRECISE GRADING PLAN
hlspector T t MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1 E. OF A Designed by: Ila Prepa un the supervise n of: R NALD J. PARKS
4 REVISED HARDSC DRAM rlfslrzoa�I AND 7 CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40 N. g WC y 2giJ2 _U DEPUTY DIRECTOR OF PUBLIC WORKS PARK SITE
Dat• ENGINEER'S STAN ON ALL SHEETS OF P.P. (NO.#) 94 N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. q
Completed FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. Checked by: SOF 71403 19744 9/30/05TITLE SHEET fADJ. DATE 9/13/82 ELE�/. 28.410 GEORGE A. LENFE Expires 12/31/06 Date R-C.E No. E-0m JN 31703 Sheet 1 0 3
WC
Plotted, 6/24/2003 +3206 PM By, N_ROJAS DWGi Ni\31614.000\DWG\PRP00002.dwg
2:1 SLOPES AND w
CONSTRUCTION NOTES: PAD ELEV. PER PAS ELEV. PER
f MASS GRADING PLAN MASS GRADING PLAN
1 CONSTRUCT 0.25' AC OVER 0.50' AB. (BY OTHERS) j
_-- - (BY OTHERS)
2� CONSTRUCT 8" THICK DECORATIVE CONCRETE PAVEMENT FOR PATTERN
SEE LANDSCAPE PLANS. --
d,.
3T 620
CONSTRUCT 4" THICK P.C.C. CONCRETE SIDEWALK PER ARCH. PLANS
4 CONSTRUCT TYPE 'E' CURB dt GUTTER PER CITY OF TEMECULA
1 1 ' 13
STD. PLAN NO. 205. M
CONSTRUCT TYPE "D—I' CURB PER CITY OF TEMECULA MEADOWS R 4 1
STD. PLAN NO. 204A. PARKWAY %'
�-- CONSTRUCT CROSS GUTTER PER CITY OF TEMECULA �
3
STD. PLAN NO. 210. 3
�
7 CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF TEMECULA
STD. PLAN NO. 302.
8 CONSTRUCT CURB RAMP CASE B TYPE 1 PER APWA STD. PLAN NO. 111-2
TYPICAL SECTION "'A-A" '
l
8A CONSTRUCT CURB RAMP CASE D TYPE 1 PER APWA STD. PLAN NO. 111-2 N. T.S.
EXISTING STILET LIGHT k W
PER MEADOWS PARKWAY * f m u1
SAWCUT, REMOVE AND DISPOSE OF INTERFERING PORTION OF CURB do GUTTER f
S.I.P. LDOO-18000
10 DECORATIVE WALL PER ARCH. PLANS
11 CONCRETE CHANNEL TRANSITION PER DETAIL HEREON f \\
4_1 .14 j
12 CONSTRUCT U—CHANNEL PER DETAIL HEREON `� —1 Ai
13 CONSTRUCT D/W APPROACH PER CITY OF TEMECULA STD. PLAN NO. 207A 1200.
(MODIFIED W 25' RADIUS
PA
251
6 g ^
2:1 SLOPES AND
�
O/ PAD,4 PAD ELEV. PER
h
MASS GRADING PLAN
. . \ 22
o f 2 .�o \ BY OTHERS
3 rr 3
S
\ g
2X� =0
MAX I Es
i �•,
12SLI17C *531C 2311
FS
FLOWLINE ELEV. q , / 1251TM
ss �� .el�rc t
PER PLAN O'`�` -� FS
4
A ..
TYPICAL SECTION "B-B" Q Mm 12M.er
N. T.S. \.
1 5FS \ '
i� FOR AND K T
FS DATA
8 VARIES 29 VARIES , 4
CO
A 1 a
2� 12R79
10 IFS 3
124l.OD"NC
(1247074) 24&50FL ,1249.607C \\ �•
W
CL PAD ELEV. PER 1 1=73
o _
MASS GRADING PLAN w 2�.� t249.92Tc
;r ........ ........
C) Q Q f4. ' 4 24&4
LLJ
5 ..
..w
.....h.._.W.
2X
119119
Do el
r .
FL•
2.1FLOWLINE � � •
MAX.
. _ FL �
1' MIN. DEPTHRAW
TYPICAL SECTION "C-C" r �� -. 10 - -'
M
EXISTING STREET LIGHT / 'A
N. T.S.
PER MEADOWS PARKWAY
S.I.P. LDOO-18000
i /
��
BEND 6"x60—W1.4xw1.4 � s 1 0 /
W.W.M. INTO C CONCRIEV A FL 2:1 SLOPES & BENCH PER k
SLAB VATHIN TRANSITION '
SLAB TO HAVE 6"x6 `
e, MASS GRADING P LAN
W1.4xW1.4 THROUGH OUT (BY OTHERS)
141
1 �
�40
� 000
W. RM
�i0 6" 12~ Ism
q ~
10 10 10
• �•
• •• + o D i
• • O D , r
LJ CHANNEL
�� SC&E
12 20
A,�r 40 0
N.T.S. '
V-DITCH TO CONCRETE CHANNEL
TRANSITION DETAIL DETAIL 1' - 40'
� FEET ® LD02-201 GR
N. T.S.
1c� LD01-160GR
LD01-111 GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 Scale: 2E�� The Keith Companies' Drawing No.
01/06/02 1 ADDED FL ELE115. AND REVISED 7�1 0 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION CIt.II l'�' RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS
mor
sECTM c-e AND REVISED SLOPES OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO
CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND Drawn by: `
6/24/03 REVISED HARDSCAPE, DRAINAGE, REstt:oowl � z� WC � v■h.t.y '� saery Cacti. � aan w+M►, a 9M-W24 (W) W-oz.s ACCEPTED BY: DATE: 7/tr �3
Inspector MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1 E. OFA No. 0 PASEO DEL SOL PRECISE GRADING PLAN
�. '� QRS �� 7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 4D' N. Designed by: � �•l>e_u-oe � Preps under the supervise n of: RONALD J. PARKS
Cornpleted OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. C J�,4 ��~ DEPUTY DIRECTOR OF PUBLIC WORKS PARK SITE:
FIBERGLASS WITNESS POST SET 1 W. OF MONUMENT. Checked by: cir M_ 7/1/0 e■ w
ADJ. DATE 9/13/82 ELEV. 1128.410 WC GEO A. L 4 ExpiAs 12/31/06 Date R.C.E No. 197" Expires 30/05 JN 31614 AS BUILT GRADING PLAN Sheet 2 of 3
Plotted: 6/24/2003 5:05:01 PM W IILROJAS DWG: N.\31614.000\DWG\PRPG—porksite.REV dwa
CONSTRUCTION NOTES y .
r i
INSTALL 24"X24" JENSEN DRAIN BOX W/ 24"X24" TRAFFIC GRATE
OR APPROVED EQUAL PER DETAIL HEREON
PAD ELEV. PER
21 CONSTRUCT LOCAL DEPRESSION PER DETAIL HEREON MASS GRADING P LAN
s (BY OTHERS)
22 REMOVE AND DISPOSE OF EX. BULKHEAD �
INSTALL 9" UAR RA
23 SQ E GRATE (NDS 950) W/ RISER 1� s
OR APPROVED EQUAL GFUUMHIC SCALE 5-
24 INSTALL 9" ATRIUM GRATE (NDS 991) W/ RISER 0 40 o so 40 sor _...-
OR APPROVED EQUAL f --
INSTALL 6" PVC (SCHEDULE 40) 1■ = 4Q•
IN FEET )
PER W. R NIS
LINE AND CURVE DATA
NO. BEARING ELTA RADIUS LENGTH TANGENT N '
A 87053'54" 25.00 38.35 24.10
Now
B 34'24'55" 25.0015.02 7.74' Y
y
C 89'58'05" 3.00' 4.71' 3.00' 3
D S.85'07'13 E. 16.00Pm mm SM LARM'
E 01*32'21 1737.00
46.67 23.33 1
F N.83'35'41 W. 16.00'
G 89'52'53" 3.00' 4.71' 3.00' 51.7
H 00'27'35" 1718.00 13.79' 6.89' Y
89'54'16" 3.00' 4.71' 3.00 \� A21• ;
J S.82'5513 E. 16.00'
K S.06 44 33 W. 20.00 ,
I
L 01'50'51" 1737.00' 56.01' 28.01' to.ee .� .
M N.81'05'05 W. 16.21'
N 89'57'49" 3.00' 4.71' 3.00'
0
90007'35" 56.00 88.09 56.12 , zst f PAD ELEV. PER �►
P 88'55'41" 25.00' 38.80' 24.54 r-�' \ LASS (�RA(�IN(, r PLAN
� 9
24LWS
• " � � s�maE aur�s�a�a S
Q 100 00 50 25.00 43.64 29.80 (BY (]TRER�7�i C�R 80'16'06" 32.00' 44.83' 26.89' t 0/w W624 \ so )
S 90"04'27 3.00 4.72 3.00 \ 2
T N.81.05'05 W. 15.79' 24"x24" GRATED INLET
U 04002'47" 1675.00 118.30' 59.17' ' 4 \
DETAIL W/ LOOSE FRAME AND GRATE � - . �'-
Y 00'39'35" 1676.00' 19.30' 9.65' FOR COMPLETE DESIGN CONSULT PRECAST .�C 3
. � " � � 149.
Z S.82 55 39 E. 1 . N. T.S, a�nc P=52.0
SIDS. 3636-S-D.1. & 2424-H-D.1.
0o I .
FS
90'05'24" 3.00 4.72' 3.00 1
00'27'23" 1694.00' 13.49' 6.75' d11�C t• t2 4L
" , FS IUL
t
C1 90 06 50 3.00 4.72 3.00 r , 1 ,
N.83 3515 W. 15.00 r
-AM
5
E1 N.85 07 41 W. 16.00 _..
1 I 1
F1 90003'45" 3.00 4.72' 3.00
It
G 81'56'55" 32.00 45.77' 27.79 t FS
"
98'18 59 25.00 42.90 28.92 ' t 2 5
1DATA
�M.ET �
' 12
CFS
a
1 1...
w
A Q
F5 1 � 3 ,
ES
11248A -
24 241.
1
s 1
1
4 " 22L,
EX. 18" RCP SD 4
PER S.D. PLANS a
R.
1 .1
01,
1248.79 T r � . -_ _....... -
1248.29 FL
12
1248.68 TC
1248.18 FL ,
Q URB dt /
�4 ■
§T AldHT 1239.14 LNV GUTTER
2■1 SLOPE PER
GRADE 12 1 / LASS GRADI G PLAN
(T ) 3'--0" (BY OTHE S)
y
4 2
1248.27 TP 1248.36 TP
1248.11 FS 1248.20 FS /
f
I � '4
CURB & GUTTER
PER W. Pm
I
LOCAL DEPRESSION DETAIL
N. T.S.
® LD02-201 GR
d LD01-160GR
LD01-111 GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 Scale: 2 E%/ The Keith C o m pa n i ea f Drawing No.
�/m/m t ADDED pRAIgAGE FACIl1 AND 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION � p�
RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS
Controetor READ CONST. NOTES OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO Drawn b :
�4/b3 2 REVISED HARDSCAPE, DRANK RESTROOM 7 z1 CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA,ROAD AND WC L 22Al0 aw,.A,., Ste. 3W U►.m *r, a 92553-9 24 (M) 653-0234 ACCEPTED BY: DATE: a 3
Inspector MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1 E. OFA No. 4,�0 PASEO DEL SOL PRECISE GRADING PLAN
'� ENcnrEER's �� 7' CHAIN LINK FENCE, 21'x 16' AROUND S0. CALIF. GAS VALVES, 40' N. Designed by: � Prepa under the supervis n of. RONALD J. PARKS
�•��-�� DEPUTY DIRECTOR OF PUBLIC WORKS
Co repleted OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. WC ��" /6:?
PARK SITE
FIBERGLASS WITNESS POST SET 1 W. OF MONUMENT. Checked by: �`�- \ 7l1
ADJ. DATE 9/13/82 ELEV. 1128.410 WC GEO E A. ENFE . . 20 Exp. 12/31/06 Date R.C.E No. 19 Expires ���' JN J 17031 DRAINAGE & HORIZONTAL CONTROL PLAN Sheet 3 of 3
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