HomeMy WebLinkAboutLot 1-5,66-91, 95 Precise Grading ESTIMATE DF QUAN TI TIES
GENERAL NOTES
NO. DESCRIPTION QUANTITY UNI
PRE GRADING 1 LANDSCAPE AREA DRAdv PER DETAIL ON SHEET 2 1 FA 6W
1. All grading shall conform to the Uniform Building Code, Appendix ChapterCISE 2 cure otmEr PER xmL ON SHEET 2 1 EACH
33, as amended by Ordinance No. 457, ffi4o
.r A.aS PIPE 75 LF
2. All property comers shall be clearly delineated in the field prior to Pcc. coNCRErE SWALE PER DETAIL oN sir 2 im sF
xis
commencement of any construction of any construction/grading. TRA CT NO* 23066 1
3. During rough grading operations and prior to construction of permanent �� 79
drainage structures, temporary drainage control should be provided to
prevent ponding water and damage to adjacent properties. PHA SE 2 ...,,,�,,. LOTS 1 5 & 66
i
4. Dust shall be controlled by watering or other approved methods. � 95
5. No fill shall be placed on existing ground until the ground has been
cleared of weeds, debris topsoil and other deleterious material.
6. Maximum cut and fill slope = 2:1.
" 79
7. Stability calculations with factor of safety of at least one and five a
tenth (1.5) shall be submitted by a Soils Engineer to the Building and Q
Safety Department for cut and fill slopes over 30' in vertical height. a
8. Provide 5 wide by 1 high berm or equivalent along the top of all fill
slopes over 5' high. .a vti a
R
9. Provide a brow ditch, designed to handle 104yr Q Storm flows, along the ~�� -�- Ie REoAwK
top of cut slopes.
10. Minimum building pad and drainage swale slope shall be = 1% if cut or fill SITE
is less than 10', 2% if cut or fill is greater than 10'. Drainage swales An°
shall be a minimum of 0.2' deep and be constructed a minimum of 2' fromy/C/NIrr
the top of cut or fill slopes. ° N.r_S.
11 "N 59 ...,. _ 5ECT1►ON. 21 22
o obstruction of flood plains or natural water courses shall be permitted. 58 TMVSMIP: T.8S. - RMCE: R.M.
60 57 56
12. All existing drainage courses on the project site must continue to function, PSN
especially during storm conditions. Protective measures and temporary E
drainage provisions must be used to protect adjoining properties during 61 55
grading operations. 62 54 OT ONT Tia
63 R.,
53
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
13. Finish grade shall be sloped away from all exterior walls at not less than *OV4 FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
1/2" per foot for a minimum of 3'. 115 52 PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS
es equal to or renter than 3' in vertical height shall be REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
14. Cut and fill slo
p q g g // 65 . WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND
planted with grass or ground cover to protect the slope from erosion and / 114 51 HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY
instability in accordance with Ordinance No. 457 prior to final grading inspection. / REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
/ 1"7 13 50 18 PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
15. ERASION CONTROL: All slopes required to be planted shall be provided
/ 17 OF THE OWNER OR THE ENGINEER. �'
with rosea Ice plant (or equal) ground cover at 12 on center. Slopes / 19
/ 112 49 16 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
exceeding 15' in vertical height shall be planted with approved trees / SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS,
spaced not to exceed 20' on center or shrubs not to exceed 10', ora
combination or shrubs and trees not to exceed 15' in addition to a grass / 8� ` 111 48 20 15 TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT a
mix or ground cover. Slopes exceeding 4' in vertical height shall be provided 21 THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL
with an in-ground irrigation system. Slopes equal to or less than 4', may 110 14 p� `' PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER a-
be irrigated by hose bib located at the top or toe of the slope, spaced to �7 22 13 PM ,�.�18,�]' LINES OR STRUCTURES NOT SHAWN ON THESE PLANS AND /S RESPONSIBLE FOR
make use of a hose no longer than 50' in length. The irrigation system shall be 109 6 23 12
provided with an appropriateTHE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES.
backflow device per U.P.C., Chapter 10, PJWA 164» 2Q
108 \45 24 q� 11 ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY
16. All grading shall be done in conformance with recommendations of the � y � AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. �
44 25 10 cu
107
updated soils engineering report by Geo Soils Inc. dated January 27, 1998. J' k
Two sets of the final compaction report shall, be submitted to the 106 ��� X43 26 G g CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL
Building and Safety Department which shall Include foundation design recom- 42 27 REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK.
a
los
mendations and certification that grading has been done in conformance with the it /� 41 �• , °
recommendations of the site investigation report. 76 104 28 7 0
� � J' 40 29
17. If steep sloping terrain occurs upon which fill Is to be placed, it must be cleared, D 103 �� 39 B
keyed and benched into firm. natural soil for full support. Preparation shall be ; ��/ 102 3 30 r N
approved by, a suitably qualified and registered professional prior to placement G 1 8 31 , •'
of fill material. ` t� - U
37 , t
18. All radia shall be done under the supervision of a competent soils 100 36 32
engineer who shall certify that all fill has been properly placed and who p �L 99 33 QF 89REV1A 0h YM O
shall submit a final compaction report for all fills over 1' deep. P,,i 24887' � 98 35 �
�+ TIC, TDP OF CURB - - lOQ EXIST, CONTOUR o
P 97 34 � `
100 PROP.PROP, CONTOUR
19. Final compaction report will be required for all fills greater that 1'. �, ��.0»-' � F,L. FLUWLINE ELEV,� // ��
TIG, TDP OF GRATE PROPERTY LINE a
• ` 96 9 , :. .r � w
20. A suitable qualified and registered professional shall submit tothe � / GB. GRADE BREAKDAYLIGHT LINE U)� �;
�, ., �, ,.>,,,,
Building and Safety Department written certification of completion of �, 4 F.G. FINISH GRADE 2/. SHEET FLOW RATE w
93 m
rough grading in accordance with the approved grading plan prior to 92 3 Q 7 R.G, ROUGH GRADE GRADED SWALE w
requesting inspection and issuance of the building permit. Certification1 F.S. FINISH SURFACE CENTERLINE
shall include line, grade, elevation and location of cut/fill slopes. INV, INVERT OF DRAIN _ �°�Q N SWALE HIGH PRINT
21. A suitably qualified and registered professional shall submit certification , z ��►' 1 P, PAD ELEVATION FLOWLINE
of buildin pad elevation. Where specific elevations are required, the 4 84 F,F, FINISH FLUOR ELEV, ,�""�S_..,,..� SUBDRAIN
elevation (with respect to mean sea level) shall be given. If an elevation •► 83 0 OPEN SPACE G.FFF, GARAGE FINISH FLOOR _ _ _ _ AREA DRAIN 00
with respect to adjacent round surface is required, the actual distance �►� g�T5501
OP N SP B.V Vis. .:.":a, a.: �_�Y:
p g q �. A _ B ,C. BEGIN VERTICAL CURVE ,�� z TOP OF SLOPE
above the adjacent ground shall be given. .• a
E,V,C END VERTICAL CURVE .f".'} ..� �:. TOE OF SLOPE
22. A suitably qualified and registered professional shall submit to the
P,I, POINT OF INTERSECTION RETAINING WALL o
Building and Safety Department written certification of completion of E.P. EDGE OF PAVEMENT FIRE HYDRANTLd
final grading in accordance with the approved plans for all grading T.W, TOP OF WALL ELEV, 3o STREET LIGHT
designated as "engineered grading"- �� T.F. TOP OF FOOTING ELEV, SOUND OR SCREEN WALL UJ
D.F. DEEPEN FORTING DEEPENED F170 TING
23. The contractor shall notify the District Building and Safety Department L. LENGTH Ci o ��F• WATER METER
at least 24 hours in advance requesting finish lot gradeand drainage � ' ' DWY. DRIVEWAY � � � CATCH BASIN & LOCAL DEPRESSION �i
Y
inspection. This inspection must be approved prior to building permit � N.T. NOT TO SCALE DEPTH OF REQ'D OVER EXCAVATION
final inspection for each lot. 3 ca,x,
P,U,E, PUBLIC UTILITY EASEMENT
24. Contractor shall notify Underground Service Alert, two days before you
dig at 1-800-422-4133. *
EAR
T H W O R K ESTIMATE � °�N�°��'` � °0 La0 to
0 100 200 400 600 soo oeo & �� 6
�C
(EARTHWORK QUANTITIES FOR PERMIT PURPOSES ONLY)
POP\001 0011,104
����r°t.�nuc�y�c�p�� z
Ld
TOTAL CUT....................1 ,750 C.Y. -`'`� �� ' `°VVa\0°; �`'��
SCALES 1'200' co`'�'<, %ogo��"e
TOTAL FILL....................19750 C.Y. gam` w
P e p��� ePti
NOTE
THE ABOVE LISTED QUANTITIES REFLECT THE ENGINEER'S ES77MATE OF THE ACTUAL VOLUMES
DIAL TWO WORKING OF MATERIAL CUT AND FILLED. THESE QUANTITIES ARE FOR ESTIMATING AND BONDING z
BEFORE DAYS BEFORE
PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES
FOR CONTRACT PURPOSES. SHRINKAGE, SUBSIDENCE, AND ANY REMOVALS ARE BASED ON
YOU DIG YOU DIG FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITION DURING
TOLL FREE 1 -800-227-2600
CONSTRUCTION MAY VARY.
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
SEAL-ENGINEER HUNSAKER & ASSOCIATES BENCHMARK: IP N0. 010058 SHEET No. m
OF ESSi & IRVINE INC A BRASS DISK STAMPED RN. CO. 'SUR. T-27-81 IN CONCRETE COUNTY OF RIVERSIDE
FLUSH t0.3 MI. WLY. OF BUTTERFIELD STAGE RD. ±12' W. OF
44 4. "u ENLAND EMPIRE REGION AN ASPHALT DWY. f45 N. OF C/L RANCHO CALIF. RD. IN AN -
2900 ADAMS STREET, SUITE A-15 UNIMPROVED AREA t2' W. OF UTILITY POLE #1751190E TRACT N0. 23f C 1
ti 4 RIVERSIDE A 4 ELEVATION 1230.56
a s c 9250 (909)352-720a PRECISE GRADING PLAN
N0, 58020 PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS
Me private engineer signhg these pions is respon�7rle for assuring the =my1 a EXP. 6/30/ � PHASE 2-49 LATS 1 --5 66-91 �r 9 5
and acceptability of the design hereon. In the event of discrepancies arising after PR PAR ' OF SHTS.
E ED BY. R.C.E. N0. 5802
county approval or during crostruct�on, the prrvete engineer shah be respmsible MARK BY DATE APPR. DATE 9�f �ivn- ��'�� 5 FOR W.0. COUNTY
for determining an acceptable solugon or reusing the plans for approve/by REVISIONS cA��Fv J 001 SCALE: FILE TY o
Me county. ENGINEER COUNTY PAUL HUDDLESTON, JR. R.C.E.58020 DATE H: AS SHOWN V: AS SHOWN 0919-23066
Woo
Z\
T.G. ELEV. g" SPEED-D-BASIN LOT NO.
�V\4�6
N.D.S. No. 20 (GREEN) O ��__----------�j
(SEE PLAN OR APPROVED EQUAL P.L. r--�
1; M/N. F 5 MIN.
15' TVP. (10' MIN.) TOP/TOE OF
w F L 1 SLOPE SHOWN PRODUCT 55 AC
8" A. PIPE RISER 3' MIN, ON PLAN 5 MIN.
6"00 TEE OR 6"X.3" EL"AS REIQIWM �� <2 C L w
J F.L. 1
NOTE: FOR BINDING m F.F. ELEV. � m 6 z
3"A.B.S. A.B.S. TO P.V.C.,
P= 000.0
CONTRACTOR TO
INv. ELEv USE WELD-ON 194 PAD ELEV. ; 2XMIN. FF= 000.5
(SEE PLAN) SOLVENT OR EQUAL A B 6"MIN' *2:1 MAX.* m
PAD ', _
ELEV. 6"MIN. 21 M PAD
LANDSCAPE AREA DRAIN DETAIL w�' �k ELEV. 6"MIN. 4 �� --. .- - - - - - -•-• _ -�
1lYfF.1 ELEV. B.S.L 12MIN.NOT TO SCALE43oMINN209�MAX for 3' ��� A� �a
then 2%Min-20%MAX. E
� i--w i
12"MtN.
* EXCEPT BERMS LESS THAN V HIGH
MAY BE CONSTRUCTED AT 1 1/2 TO 1 PRODUCT 55
SECTION A -� A 4 2
a SIDEWALK ; GFF=
,Q ' P= 000.0
CU FACES '9 ° ° _T 000.0 �y�'
FF= 000.5
CURB
,, ' DIRECTION OF FLOW •��'
le
RSNCURBIITYPICAL LOT FINISH GRADING r- - - - - - r
SET INVERT OF PIPE ,� N.T.S.
1/2" ABOVE FL. GUTTER w
,r A.B.S. O 5' MIN. P.L. 5' MIN. -- -- -- ••- £��`
S=0.01 AUN, 1. SWALES TO BE CUT IN AT 1% MIN. �f
AT ROUGH GRADE AND PRIOR TO F.L. ,. F.L. Q GFF=
AREA DRAIN CURB OUT DETAIL BUILDING CONSTRUCTION. 3 MIN. 1, 3 MIN. - - y��� k �F��'000.0
2 NOT TO SCALE 2. A PAVED DRAINAGE SWALE , EXTRA DEPTH 6 6 -� TYPICAL COURTYARD DRAINAGE, PLAN 1 , PRODUCT �55
CATCH BASIN & PIPE , OR OTHER OF FOOTING TO
SIMILAR DRAINAGE DEVICE IS o BE DIMENSIONED
GFF=
REQUIRED WHEN A STOOP m ON PLANS I 1.0 OR m v
000.0 w ��'4XMIN.
FIREPLACE OR PORTION OF I LESS
THE BUILDING EXTENDS WITHIN --------------
MINIMUM ESTABLISHED DRAINAGE PAD 6 IN. 2� �
MIN. T6 MIN. _•
SETBACKS. _ *2:1 MAX.* PAD
3. SEE STD. PLAN 101 FOR 12"MIN. �\ 6"MIN. ELS' " t1
DRIVEWAY APPROACHES. �1�� 12 MIN.
2%MIN. -°
2:1 MAX. N
I
4%MINN20%MAX for 3'
then 2%Min-20%MAX, co
co
* EXCEPT BERMS LESS THAN 1' HIGH - - - o
r�
R/W MAY BE CONSTRUCTED AT 1 1/2 TO 1 NCD
��-_---_-_- ---------
AC
CL
IN--•GROUND UTILITY HOUSINGS X SECTION �7 B -- B!! N
F OWLJNE SWALE 176 MIN. (WATER METER, CABLE N ETC.) �-"'� PRODUCT 55
P TO BE INSTALLED FLUSH TO ALLOW h ' TYPICAL COURTYARD DRAINAGE, PLAN 2, RR O D U C T 5 5 =
i
UN-OBSTRUCTED DRAINAGE
1/4"PER V W
v
v . . L
. . . . 2% h P= 000.0 a.
: FF= 000.5 '
SOD 41F THE SWALE 0 ALINSTALLED h X
FLUS
UP TO 5' 1' P.L.
UN-OBSTRUCTED DRAINAGE FIG. NO. 2
MORE THAN 5' h/2 MAX 5'
NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W 2' 2' 2'
PJCAL SOD.-AAND IL D F.L. W ,- - - - .- -
-
N
NTS 15 TYP. _z - .-
1. SECTION "A-A" APPLIES WHEN THE SEE NOTE #4 10' MIN. -j Q
DIFFERENCE IN PAD ELEVATIONS HEREON ca
CA
EXCEEDS 1.0'. I o I
BERM TO BE m
2. SECTION "B-B" APPLIES WHEN THE REMOVED ��`, / I 00
o
DIFFERENCE IN PAD ELEVATIONS IS TOP OF SLOPE PAD
1.0 OR LESS, & THE EXTRA DEPTH SHOWN ON �� 59,' MAX. ELEV. GFF= o GFF=
LO
n OF FOOTING IS SHOWN ON THE PLAN z M 6 MIN, d 000.0 �Q QQQ�Q C?
GRADING & STRUCTURAL PLANS.
3, IN NO CASE SHALL THE SWALE - - W---- r, �
w
FLOWLINE BE LOWER THAN THE 43eMINN20°eMAX for 3' 12"MIN.
PLANTER AREA TO SLOPE AWAY BOTTOM OF FOOTING WHITHIN then 2%Minw209oMAX.
FROM FOUNDATION AT A MINIMUM 5' FROM BLDG. LINE. w
OF 236. PLANTS AND SHRUBS SHALL
3' BE PLACED SUCH THAT THEY D0 4. PROVIDE 5' WADE B 1,THHIGH E TOPE OF SECTION "C -- C" o
NOT IMPEAD THE FLOW OF DRAINAGE OR EQUIVALENT ALONG
AWAY FROM THE FOUNDATION ALL FILL SLOPES OVER 5' HIGH. TYPICAL REARYARD GRADING
FINISH FLOOR
4, PROPOSED WALKWAY 00
0
PAD �� 2X10 LO I
�
TYPICAL COURTYARD DRAINAGE, PLAN 3, PRODUCT 55
JN GR UELANTE-kDETAIL � ', k Ld
NTS
w
�G
2x 0-
. � p UZI --0---9 o w
>.. p------1 r��
h•, ` PRODUCT SS P.L.PRODUCT 55 3'MIN• C
. o
2 UCT 55 3' MIN, F�
P= 000.0 5'MIN• 3 5-MIN. F.L. 1 1 z
2' MIN. � � z
-TYPICALEV / N91EEEROWer
P= 000.0
000 5 5'MIN• FF- 000.5 r- �- -- P= 000.0
w
FF= 000.5 z FIREPLACE C)
T P OR - 55 GFF= - 55' r� - :3D w
wo 000.0 I
-' = o *2 MAX.* PAVED DRAINAGE SWALE o
GFF= GFF= GFF
GFF= m
000.0 00.0 o
-- PAD 6"MIN. r 2 ' G.F.F. ELEV.
az€i' 2! � ELEV. M �
040
GoTOP OF SLOPE � ..,,, 2%MIN. 20%MAX.
z
CONSTRUCT 3' WIDE X 4" THICK w
P.C.C. DRAINAGE SWALE.
SIDEWALK
3888 SQ.FT. 3687 SQ.FT. 3883 SQ.FT. " >H 21
2 STORY
2 STORY 2 STORY SECTION D "'- D CURB FACE
3 CAR GARAGE 3 CAR GARAGE 3 CAR GARAGE N.T.S '�S,
S.
•, H PAVED SWALE PLAN VIEW Q
� TOE OF SLOPE H/3 BUT NEED NOT N.T.S.
EXCEED 40 MAX,
DIAL TWO WORKING TYPICAL HOUSE TYPES -- PRODUCT 55
g d �
0 fix, 4
BEFORE DAYS BEFORE SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAILS PAVED SWALE DETAIL OF�,�Q
ee
YOU DIG YOU DIG NOTE: FOOTPRINTS PER PLANS DATED APRIL 16, 2002 4 N.T.S. � � 1 5,
(TO BE USED BY FIREPLACE WHEN DISTANCE TO P.L. OR TOE IS LESS THAN 5SETBAC ') G � \C�6140
TOLL FREE 1 -800--227-2600in
NTS 0 QQ o� N�A4 6 d�00-NN o
A PUBLIC SERVICE BY 5� � tpq sO-0 ° ��
'cam' \O�O,� Off;tp(\ z
UNDERGROUND SERVICE ALERT
HUNSAKE
SEAL-ENGINEER "' �, , R & ASSOCIATE S BENCHMARK: IP N0. 010058 SHEET .NO.
C AF �' IRVINE, INC A BRASS DISK STAMPED RIV. CO. SUR. T-27-81 IN CONCRETE C0 U N TY 0 F RIVERSIDE
QRpFESS ZNA � � i�, FLUSH t0.3 MI. WLY. OF BUTTERFIELD STAGE RD. f 12' W. OF 2
q NULL � rt y D EMPIRE REGION AN ASPHALT DWY. ±45' N. OF C/L RANCHO CALIF. RD. IN AN TRACT N . 0
E O23066-1 N
SUITE A-15 UNIMPROVED AREA t2' W. OF UTILITY POLE #1751190E
0 y �ti�F' 2900 ADAMS STREET, ELEVATION = 1230.56 PRECISE GRADING PLAN
N0. 58020 �' zj, � RIVERSIDE CA 92504 1909)352-7200 A �
W EXP, 6/30/,Sr "�f PLANNING/ENGINEERING/BURN YING/GOVERNMENT RELATIONS PHASE 2 -49 LOTS 1 -59 66"'"'91 � 95 OF `'�' SHTS. o
PrW eT *ing � , �u�9 ,=�' PREPARED 50030
T* a "neer these is s►�le fair the j a v /
and acceptability of the design hell m M the event of&crepanc>es a * off 9 R.C.E. N0.
�\rF �rvn- ��~ �7�-� FOR W.O. COUNTY o
county aMovlal or during construction, the p&vte eWmeer shall be responsible APPR. DATE pF ZF� 001 SCALE: AS SHOWN FILE NO.
able solution or mmisin the ns for foyd b MARK BY DATE REVISIONS cA�. ASSHOWN
for determining an accept g plans aPP y H. V. ,
the county. ENGINEER
COUNTY PAU STO , JR. R.C.E.58020 DATE 0919-23
"pow
ESTIMATE OF QUANTITIES
s� \ NO. DESCRIPTION
1194.8 \ r LANDSCAPE AREA DRAW PER DEWL ON SNEEr 2
\
R.G. \ 2 CURB OUW PER DETAIL ON SHEET 2
�• 3 ,r ARS. PIPE
\ ' 4 4" P.0 C. CONCRETE sWALE PER DETAIL ON SHEET 2
�, o.o' - l�0 1190.
6�.'00, J` Q.F. \ R.G.
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�•�• 'foo '�s s ` ,o. •r
5 9°'- A!
88 "�3 \4
5
Ss , g t
`sem' 'S z' �� \ � � � 'tea '�` F � � � �\J� •�
I / 1 OO P 1171,3
° w P N Q b
•
-.f8� •moo 6 P= 1168.2 \o •. H 1 Cpl��.�N� &5t'. o z
0 15 30 60 90 20 �� xG 10 a t a d
DIAL z 1168.7 ;a
6 D \`-p�
FF
TWO WORKING R K I N G ��oo, y�,s r / "� � 90 �� � �V '�0 aG� � �.�. n•
BEFORE DAYS BEFORE \ \6� � PRODUCT 5s rrs�9\ Pp ��®� Oslo 01,
sn� yra�pr°��°
YOU DIG YOU DIG \ �� �N �__�._� HPa�,,`� '02 o1d'ntirr`fl
46 89 z SCALE: 1"=30' J$r�° �pr g'�She\P°v
06 ' � �° t• a as
TOLL FREE 1 -800-227-2600 / . _ 1� MIN.
F � r,�°r$�°n� w$p�
� ` ti 116 aa�g p�°��s�ea
9 1A 31
A PUBLIC SERVICE BY 34.63'
UNDERGROUND SERVICE ALERT � ` `""` z
m
SEAL-ENGINEER >ms�� HUNSA.KER & ASSOCIATES
BENCHMARK. IP NO, 010058 SHEET N0.
y A BRASS DISK STAMPED RN. CO. SUR. T-27-81 IN CONCRETE
tt, IRVINE INC COUNTY OF RIVERSIDE
QR�F ES510k4 f+ FLUSH f0.3 MI. WLY. OF BUTTERFlELD STAGE RD. ±12' W. OF cp
wa IDOL,.- ( W.°'� 3
D EMPIRE REGION AN ASPHALT DWY. ±45 N. OF C/L RANCHO CALIF. RD. IN AN �- C°
2900 ADAMS STREET, SUITE A-15 UNIMPROVED AREA t2 W. OF UTILITY POLE 11751190E
TRACT NO. 23066 1 0
y = r RIVERSIDE CA 92504 (909)352-7200 ELEVATION = 1230.56 PRECISE GRADING PLAN
z
Z; a aP: 1 p20 rq PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS -5 66-91 & 95 �
l � �- � PHASE 2 4 LOTS 1 of 4' sHTs. o
The prWk engineer*nmg these plans is responsie for assurnrg the accuracy o
and ocWtability of the design hereon. In the event of drscreponcies acting after �l� ��P .GE. NO. 58 20 FOR W.O.
PREPARED BY:
county approval or during construction, the private engineer shall be responsible MARK BY DATE APPR. DATE rF C/vi o� o 0
• • COUNTY
for determiml an acceptable solution or revising the plans for Wmal by REVISIONS OP CA��F J 01 SCALE: FILE No.
Me couny. ENGINEER COUNTY PAUL R. DDLESTON, JR. R.C.E.58020 DATE
H: AS SHOWN V: AS SHOWN 0076-230661 �
-wow
ESTIMATE OF QUANTITIES
NO. DESCRIPTION
1 LANDSCAPE AREA DRAIN PER DIETAIL ON SHEET 2
Z2 CURB OUREr PER DETAIL ON SHEET 2
M 3 30 A.B.S. PIPE
`c- 4 4" P.C.C. CONCRETE SWALE PER DEWL ON SHEET 2
1000,
�,� �•c� �
.75
i % \jC
D Q� a�• ��ti F \ � \ S
a q
04 02C
moo! �`g� \ 01,
�• .62 13
•`> 1139.
� O' �' �• ..� / `�6- \ Dig.
.06
\� \
'�
\ 6 c• 9� .50 '�% \ /
\
e. .6
'e � r'(r \ .6
Ste, D F !! \\ C�• o j \
.4 \ � \ !�
3
D.F. �A !! \S�
z \ d' 114 . ! 5 6. o
, p * � GAF��•• \ C � � 0
N s \
�Ne \ \1.0
�D
i
N
..c
4 cb / a
so 0 0.4
o. o
D.F o. � C \ 114co
CA' l+ �,
\ ° i `Y�o!! , '• \ \ x•90, / a.
�! � \ 114NX
2. 1-11 cn
1
I `°
\ 6so � a�\�,x �' 1� �G 114 \ o
r �
o F\ •� T �\ s8'
\ 144
�u: - 24.83'
a A® �'X`. 0 \ \ 55.77' �' ,
`\ p�
101v-0 `Yv' !!\ \ 69.02' 65.50' f' o
\ �`' �•o � , �`� \ \ 1170 c�. 65.50' �
♦ s �� �', \ 1TC \ 1165 1175 Lo
♦ ���r' s v a �� � A°' 65.50
\\ �, _ w: o 3.01 g `� 1160 1174 - o
\ o, ,�• �y / 1� ' 117
W
1155 �
5 1165 w•
\ \ z 0 o, tiy, � ' 117
\ .F �. . .x - �-••� 1150 160 0 W
s % 4' � O = -
�� <��<<
o �� 0 so�7 sr� 3• --- -..- �.,. _.__ -•- _.�,.,, 1155
o•`' C� o �O � - � ���`
00
155
�9z `. o F �' . �`' 61 3). T`� -"' ,�� �o G y I �, _ -w---• G 1'��' '
1 1 --�
s� 0 1 G IBUR 1 � VEI <
4 -�--
•S F o '- MRo
4S p - 1.61' ..�, 1• �. I�` R[` � - ,0� 1�j,• Ld
\ c•9 O ,r
A ss •� ,� s� �G
f► .'k CF F 1145.5 k 55.00' '�• .- W
\ f �� GF`F= cB Nc•s. ui 1147.0 00 �4 • � � � 1
1 1. �. �- 8. �, 65 00
F � .-
° 0 4 F. , I^ 147 G }
6 0 T 4 7 � L. c.e. •� �. o !� }
� - D.F ,3 .� , F[.� F• 0.9 N
2 ^o __ F. 1148.8 �- 4 � s5. ' �. w
z p� '` �k GFF: -��•- D FL N 11,10 icy �as 20.8 2
. � � 1144 GFF_
G.B. 115 6 5.71' o
8. o •
\ •�y, �'f- 14 � o � �► �,,�. 114 0 0``� F�.N � Fc N .B. 1150. ' ' _
\ p 114 6,3 00 o"?4. o c.e. 1148,9 -• GFF- GFF-- 1149.E FcNc.a. `� 1151.5 �. �. K •�
FL.N G.B. gti'V `"` 11 z
ROOD 6. •• 3 0' ° GFF o�• va H 1149,E F.L.NG.B. ' �, 9 __ _ 52.5 �-•
o ,,.1150.7 �o GFF= __ V a
\ '� 'SS °� p, OF �. 1148. o o �, o Ci' 11 1151.0 G1 = F Fc.Nc.e. 1152.5 v
0 15 30 s0 90 120 1 1 47 G.
FF. 1 •1 a o a A a u' ( 51'6 . c.e. 152.5 GFF o , Lj
o �,� _ �
z 7.s -.0; y 3 .� °' + ° GFF= GFF Q
ft� 4 8�5 °� 1 Q• F. P= 1148.0 ti�`_ 2 R e~ 1152.5 °"a 0 1153.5 0 11
74 ; 114 -° �. FF= 1148.5 °` of• P Pte, 1149.8 3 `- _ ° .. L�
SCALE: 1 =30 �. 8o s 0 6) 00 1148.9 I R �; R o ° o�" Q L o z
�--
H. _ PRODU o�' d. FF= 1149cn
.4. o•' FFA 1150.3 0� p� �;, P=- 1151.5 - --
- -v ° .. F 1150.7 o
9.47 o. 0 PRODUCT gs FF= 1151.2o FF= 1152.1 0.v tK o6F 1 4
�D 1°� 1146.8 1 �, ti_ �i ,�. PRODUCT 55 0 05 0 0 0
-• H.P. N z 1147 7� o o_ °�- -n-_ OF• PRO U g of" PRODUCT P P= 1152. 1 05 F. P= 1153.5
�.-, 0 1153.0 FF= 1154.0 L.1
` -• 11.66' � 11 ��, __•-� ��, `� -n-__-• ` ° �--
-• 3 4 , ,� 48 6 O z 1149.5 - z PRODUCT 5.1 �.� z
~ •-~
0 65.00' H P. N j H.P. r- j 1150.4 s• 55 PRODUCT gg b w
N H,P. leio p a_� �.� � -, �pF' v
O J.'"q 1151•,
` -'� 6500' v _ �JN 27 -d
- -- -► .. - -- . s5.00' i
?�°� co 115 2 N °� 11532
H.P H P
,-- •1 - --- .. . ..,.. ,ss:oo' 41.60' �►
r • . ..._. -� 22.94'
-------------
• . z
DIAL TWO WORKING F RtV�S1oe �
BEFORE DAYS BEFORE cout4 o
T OF
YOU DIG D�
You DIG �TG�ss^F��
SULDIN
TOLL FREE 1 --800-227-2600 App�oVsly o 0
REv��wEo eY
A PUBLIC SERVICE BY sheMndtb$ °1
atrued to be•
UNDERGROUND SERVICE ALERT APP naPProvm'°f' Y 1aws.Yhs�to4
of these plana an wotaton of O
t 0r,or or cou Y 1etion. 7
provisions of the state b antil comp I
nthe� z
SEAL-ENGINEER HUNSAKER & ASSOCIATES BENCHMARK: I P NO. 010059 SHEET No. m
�oF Ess 10 F 4`'' IRVINE, INC A BRASS DISK STAMPED RN. Co. SUR. T--27-s 1 IN CONCRETE COUNTY OF RIVERSIDE
Q �q s FLUSH t0.3 MI. WLY. OF BUTTERFIELD STAGS RD. ±12' W. OF
��O Q,. H�DD(�ST . • 3 D EMPIRE REGION AN ASPHALT DWY. ±45' N. OF C/L RANCHO CALIF. RD. IN AN TRACT N0. 23066-1 4 0
2900 ADAMS STREET, SUITE A-15 UNIMPROVED AREA f2 W. OF UTILITY POLE #1751190E
RIVERSIDE CA 92504 (909)352-7200 ELEVATION 1230.55 PRECISE GRADING PLAN
w a EXP. 6 solo� PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS _ _ - �
� privote engs�er signing these pons 1s mspomsl* for assuring the accuracy a / ° % PHASE 2 4 LOTS 1 5, s f 91 dIC 9 5 O F 4' s HTS. o
and occeptabilrty of the design hew, In Me event of dlscponc� es arising offer . cn� PREPARED BY• 5 0 0
� R.C.E. N0.
county ;Mvol or durng construction, the pWe engineer shall be rgaonsd/e MARK BY DATE APPR. DATE \ F oFrV I�,F°�� ' r SCALE: FOR W.O. COUNTY o
for detem nmg an or'ceptable solution or mv* the plans for approval by R EVI S I 0 N S CAE FILE N 0.
Me county. ENGINEER COUNTY PAUL HUDD TON, ,1R. .C. .5 020 DATE H: AS SHOWN V: AS SHAWN 0076-230661
�� 1