HomeMy WebLinkAboutLot10-19, 30-39 Precise Grading ESTIMATE OF QUANTITIES
GENERAL N NO. DESCRIPTION QUANTITY UNIT
1 LANDSCAPE AREA DRAIN PER DET41L ON SHEET'2 . 2 e+cH
1. All grading shall conform to the Uniform Building Code, Appendix Chapter 2 CURB OUTLET PER DETAIL ON SHEET 2 2 EACH
33, as amended by Ordinance No. 457. ' 3 .r A.B.S. PIPE 107 L.F.
4 4" P.C.C. CONCRETE SWALE PER DETAIL ON SHEET 2 210 S.F.
A N
2. All property corners shall be clearly delineated in the field prior to t
commencement of any construction of any construction/grading. TRA CT ' I
3. During rough grading operations and prior to construction of permanent NO* 23066
drainage structures, temporary drainage control should be provided to
prevent ponding water and damage to adjacent properties. PHA SE 1
g
4. Dust shall be controlled by watering or other approved methods.
5. No fill shall be placed on existing ground until the ground has been
cleared of weeds, debris topsoil and other deleterious material. LOTS 10 'r'�`
19 & 30 39,
6. Maximum cut and fill slope = 2:1. i
7. Stability calculations with factor of safety of at least one and five
tenth (1.5) shall be submitted by a Soils Engineer to the Building and
Safety Department for cut and fill slopes over 30' in vertical height.
8. Provide 5' wide by 1' high berm or equivalent along the top of all fill
slopes over 5' high.
9. Provide a brow ditch, designed to handle 100yr Q Storm flows, along the -rRAC , NO, 28088-,8
top of cut slopes.
10. Minimum building pad and drainage swale slope shall be = 1% if cut or fill
is less than 10', 2% if cut or fill is greater than 10'. Drainage swales
shall be a minimum of 0.2' deep and be constructed :a minimum of 2' from r ��� a�$
the top of cut or fill slopes.
>I�t ♦ s5
11. "No obstruction of flood plains or natural water courses shall be permitted" 80 81 40 OPEN SPACE
78 79 `
12. All existing drainage courses on the project site must continue to function, _.... 76 77 41
especially during storm conditions. Protective measures and temporary 1 74 75 39 ,
drainage provisions must be used to protect adjoining properties during ( 71 72 73 NUE 42 „ IDT/CE TO-CONTRACTOR:
70 4 3a
grading operations. gg 3 � I,
62 63 66 fi7 68 10VATE 4fi 45 44 3
64 65 47 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 �M8AS5 50 49 48 / 37 J FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
1/2 per foot for a minimum of 3'. 51 PROJECT INCLUDING AF F A P
53 52 / 36 � i REQUIREMENT
UD G S ETY O ALL PERSONS AND PROPERTY.- THAT THIS
55 54 W / �� EQU REMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
14. Cut and fill slopes equal to or greater than 3' in vertical height shall be / 57 56 �"' / / 3g WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND
planted with grass or ground cover to protect the slope from erosion and rRACr JVa, 23086'+1 / �/ 61 50 59 58 / �/ o HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
instabilityin accordance with Ordinance No. 457 prior to final grading inspection. 2° / 34 0 REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
4.P 9 9 P f�rrL 1 CJ PHASE V 84 / PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
1 33 PEN SPACE / OF THE OWNER OR THE ENGINEER.
15. EROSION CONTROL: All slopes required to be planted shall be provided Pj� l 24381 �
with rosea ice plant (or equal) ground cover at 12 on center. Slopes � r�""!�""'""""'""�""'�-"�"-�""""`--1 .�
exceeding 15' in vertical height shall be planted with approved trees � SEE SHEET 3 p•�,� 16�1�--�0 `� � 32 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
spaced not to exceed 20' on center or shrubs not to exceed 10', ora 31 SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. i
combination or shrubs and trees not to exceed 15' in addition to a rays 4 30 ± TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT
g 28 29 THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL o
mix or ground cover. Slopes exceeding 4' in vertical height shall be provided 3 5 6 7 �`�uELA L ,� 27 PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER 110
0
with, an In ground irrigation system. Slopes equal to or less than 4', may �8 , 25 26 / LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR �'
be irrigated by hose bib located at the top or toe of the slope, spaced to 9 24 ) /
-r-� THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. �-
make use of a hose no longer than 50' in length. The irrigation system shall be 2 �- 10 11 12 13 14 15 16 17 18 19 20 1 22 23 pRNA 0-
provided with an appropriate backflow device per U.P.C., Chapter 10. 1 w t ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY 0
84 AVE 1 AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. •�
16. All grading shall be done in conformance with recommendations of the ,
updated soils engineering report by Geo Soils Inc. dated January 27, 1998. OP N$pA � OPEN SPACE �--- � �^ �_ _� � �
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL ,
Two sets of the final compaction report shall be submitted to the P ��" I REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. �'
Building and Safety Department which shall include foundation design recom-- �- i
mendations and certification that grading has been done in conformance with the
recommendations of the site investigation report.
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0
17. If steep sloping terrain occurs upon which fill Is to be placed, It must be cleared, �
x keyed and benched into firm natural soil for full support. Preparation shall be r
approved by• a suitably qualified and registered professional prior to placement
of fill material.
18. All grading shall be done under the supervision of a competent soils L LENDQF ABBR VI N
engineer who shall certify that all fill has been properly placed and who a T S & SYMBOLS
shall submit a final compaction report for all fills over 1' deep.
TIC. TOP OF CURB ---- 100 -�.....� EXIST. CONTOUR N
19. Final compaction report will be required for all fills neater that 1'.
FL, FL0WLINE ELEV, �"""�100`-.�.. PROP, CONTOUR
p p q g M TG, TOP OF GRATE -- PROPER T Y L INE
. . I G.B. GRADE BREAK -;-� - DAYLIGHT LINE
20. A suitable qualified and registered professional shall submit to the 7 5..
Building and Safety Department written certification of completion of F,G, FINISH GRADE 2%__ SHEET FLOW RATE W
s R.G. ROUGH GRADE - � � GRADED S WAL E
rough grading in accordance with the approved grading plan prior to w
requesting inspection and issuance of the building permit. Certification x F.S. FINISH SURFACE - CENTERLINE
shall include line, grade, elevation and location of cut/fill slopes. INV, INVERT OF DRAIN SWALE HIGH POINT
4 P, PAD ELEVATION FLOWLINE
21. A suitably qualified and registered professional shall submit certification FF FINISH FLOOR ELEV,
• g �"""�.�'.��/ SUBDRAIN N
of building pad elevation. Where specific elevations are required, the o
elevation (with respect to mean sea level) shall be given. If an elevation G,F,F, GARAGE FINISH FLOOR _ _ °�... .._ _ AREA DRAIN N
with respect to adjacent ground surface is required, the actual distance B,V.C. BEGIN VERTICAL CURVE r " ' TDP OF SLOPE
above the adjacent round shall be given. ,w r k,z N
tax
J 9 9 EVC C, END VERTICAL CURVE TOE OF SLOPE
• " P,I, POINT OF INTERSECTION RETAINING WALL
22. A suitably qualified and registered ,professional shall submit to• the I E.P, EDGE OF PAVEMENT FIRE HYDRANT o
Building and Safety Department written certification of completion of �+
• T W TOP OF WALL ELEV D__0 STREET LIGHT 0-
final grading In accordance with the approved plans for all grading LEGAL _DESC-RIPTI01�% �, T.W. w
designated as "engineered grading". i TIF, TOP OF FOOTING ELEV, SOUND OR SCREEN WALL
PORTIONS OF PARCEL 4 OF PARCEL, MAP 24387, AS RECORDED IN x16 D.F. DEEPEN FOOTING DEEPENED FOOTING
23. The contractor shall notify the District Building and Safety Department BOOK 164 PAGES 5 THROUGH 20, INCLUSIVE OF PARCEL % " L. LENGTH o�F o °�� WATER METER Q
at least 24 hours in advance requesting finish lot grade and drainage MAPS, RECORDS OF RIVERSIDE.COUNTY, CALIFORNIA w 15 79 DWY, DRIVEWAY CATCH BASIN & LOCAL DEPRESSION 64
inspection. This inspection must be approved prior to building permit �+ $ 3 ❑X DEPTH OF REQ D ❑VER EXCAVATION o
final inspection for each lot. , N,T,S. NOT TO SCALE
y P,UI, PUBLIC UTILITY EASEMENT =
I
24. Contractor shall notify Underground Service Alert, two days before you I
dig at 1 --800--422--4133. c
TOPOGRAPHIC SURVEY SOURCE: _ W
I
AERIAL PHOTOGRAPHIC METHODS, FLOWN BY:
79 5 p?/ z
ROBERT J. LUNG & ASSOCIATES ��'� 0
2832 Walnut Avenue, Suite E
p EARTHWORK ESTIMATE O ��o� to
Tustin, Co. 92780
(714) 832--2077 EARTHWORK QUANTITIES FOR PERMIT PURPOSES ONLY p � ��'` ��
nor �• J�. .
RD TOTAL CUT....................19000 C.Y. PQ ° ��� s� atma `j
a
R��`' TOTAL FILL....................1 000 C.Y. W �ti 0 �.
"
QWNER:.-.. 0 100 200 400 GOO 800 15 ° RE�HAWK p v� o weep\#..��ss oo
SOILS__ENGINEER; NOTE : r\ '10
� p<
tin r�
RICHMOND AMERICAN HOMES PETRA GEOTECHNICAL, INC. • THE ABOVE LISTED QUANTITIES REFLECT THE ENGINEER'S ESTIMATE��OF THE ACTUAL VOLUMES
104 WEST GRAND AVENUE, SUITE A 7620 Commerce Center Drive, Suite 103 SCALES 1"'=200'
oLU Es
DIAL TWO WORKING Temecula, Co. 92590 SITE OF MATERIAL CUT AND FILLED. THESE QUANTITIES ARE FOR ESTIMATING AND BONDING V
ESCONDIDD, CALIFORNIA 92025 PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES
BEFORE DAYS BEFORE (909} 699-6193 FOR CONTRACT PURPOSES. SHRINKAGE, SUBSIDENCE, AND ANY REMOVALS ARE BASED ON
lN/TY MAP
YOU SIG YOU DIG (7fi0}745-1605 .,..._, --
".T,s. FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITION DURING
CONSTRUCTION MAY VARY.
TOLL FREE 1 -800-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
z tJ
z �
r SEAL--ENGINEER a v , BENCHMARK. SHEET NO. MIP NO, 010059
3 a HUNS.AKER & ASSOCIATES
IRVINE INC A BRASS DISK STAMPED RIV. CO. SUR. T-2781 IN CONCRETE COUNTY O F RIVERSIDE �
QRpFESS�p MrF f FLUSH f0.3 MI. WLY. OF BUTTERFIELD STAGE RD. ±12' W. OF
D EMPIRE REGION AN ASPHALT DW. ±45' N. OF C/L RANCHO CALIF. RD. IN AN -
290A ADAMS STREET, SUITE A-15 UNIMPROVED AREA t2' W. OF UTILITY POLE #1751190E TRACT N0. 23066 2
W a Z�fN
RIVERSIDE CA 92504 (9091352-7200 ELEVATION = 1230.56 PRECISE GRADING PLAN
NO. 58020 r, N
The private engineer Signing Neese plans is responsible for assuring the aocura�cy a EXP, 6is0/02 � PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS PHASE 1 LOTS 10""19 30. 39 3
and acceptability of the design hereon. In the event of discrepancies arising after s 0 �. PREPA R.C.E. N0. 58020 OF SHTS. o
coon a roval or dune construction, �' FOR W.O. COUNTY
' PP g the private engineer shat! be responsible E' APoR DATE 1���9�F C;rvl� .���� o
MARK BY DATE'
for determining an occeptable solution or revisinq the pions for approval by REVISIONS \t� \� c AI-" _ JA NU A RY 2001 SCALE: FILE NO.
the county. ENGINEER COoNTY -�~'� P L R. NUDDLtS� , JR. R.C.E.58020 DATE H: AS SHOWN V. AS SHOWN 0919--23066 �
E
T.G. ELEV. g" SPEED--D-BASIN LOT NO.
N.D.S. No. 20 (GREEN)
(SEE PLAN) OR APPROVED EQUAL
F P.L.
5 MIN, I
12' TYP. (10' MIN.) TOP/TOE OF '
fi A.B.S. PIPE RISER \0_ � MIN. F.L.
SLOPE
PLAN SHOWN, P.L.1 '
3 MIN.
�"X3 0 TEE OR CX',r' B"AS RMORItD a �. w 5 MIN.
z F> Z5 .L. w F.L.
3" A.B.S. IPE
NOTE.- FOR BINDING ,� �F. ELEV. _ 3 MIN. z 2 MIN. loll
A.B.S TO P.V.C., PAD ELEV, o :\
CONTRACTOR TO m o z FIREPLACE
INV. ELEV. USE WELD--ON 194 �
(SEE PLAN) SOLVENT OR EQUAL. A d B 1_ *2:1 MAX,* 0° D
PAD
ELEV. \ 6 MIN. 6"MIN" 2 1 M PAD m *2 MAX.* PAVED DRAINAGE SWALE
LANDSCAPE AREA DRAIN DETAIL ,� ,� �Ak EL 6"M�IN• a
1 NOT TO SCALE11_YF.F ELEV. B.S.L. 12"MIN. PAD 6'MIN.
4%MIN-20%MAX for 3 G.F.F. ELEV.
then 2%Min-20%MAX. ELEV.
12 MIN.
i
m * EXCEPT BERMS LESS THAN 1' HIGH 2%MIN. 20%M X. `
MAY BE CONSTRUCTED AT 1 1/2 TO 1 I
I CONSTRUCT 3' WIDE X 4" THICK
+ P.C.C. DRAINAGE SWALE PER COUNTY
SECTION A - A RECOMMENDATIONS
SIDEWALK
`
_,.-cut FACES SIDEWALK o SECTION ffD D91 CURB FACE
A, DIRECTION OF FLOW �G' �G.
' CURB
N.T.S.
3s~ 0 HOLE CORE TYPICAL LOT FINISH GRADING ' PAVED SWALE PLAN VIEW
DRILLED IN CURB i
SET INVERT OF PIPE
N.T.S. �
112" ABOVE FL. CUTTER N N.T.S.
-_____--' PAVED SWALE DETAIL
,3" A.B.S. O P.L. �
S=0.01 MIN. 1. SWALES TO BE CUT IN AT 1% MIN. 5 MIN. 5 MIN.
AT ROUGH GRADE AND PRIOR TO N.T.S.
BUILDING CONSTRUCTION. F.L. >; F.L. (TO BE USED BY FIREPLACE WHEN DISTANCE TO P.L. OR TOE IS LESS THAN 5')
AREA DRAIN CURB OUTLET DETAIL w 3 MIN. 1 3 MIN.
w
2 NOT TO SCALE 2. A PAVED DRAINAGE SWALE -� EXTRA DEPTH 6'6"
CATCH BASIN & PIPE , OR OTHER OF FOOTING TO
SIMILAR DRAINAGE DEVICE IS p BE DIMENSIONED p
REQUIRED WHEN A STOOP
m ON PLANS I 1.0' OR
FIREPLACE OR PORTION OF I LESS �
THE BUILDING EXTENDS WITHIN
MINIMUM ESTABLISHED DRAINAGE PAD 6'MIN. 1
SETBACKS. ELEV. a . 2%MIN.
*2:1 MAX.* PAD 6 MIN.
3. SEE STD. PLAN 101 FOR 12"MINE
/ �.`� 6"MIN. ELEV' Q \ -
DRIVEWAY APPROACHES. ,� 12 MIN.
2%MIN.
2:1 MAX. -- r- 3
4%MINN20%MAX for 3' PRODUCT 40 PRODUCT 40 PRODUCT 40 a
n then 2%Min-20%MAX. 40' 40'
R * EXCEPT BERMS LESS THAN 1' HIGH ; WMIN. 5'MIN. 5'MIN. N
R/W MAY BE CONSTRUCTED AT 1 1/2 TO 1 2 WMIN. cep
3' X P= 000.0 P= 000.0 P= 000.0
IN-GROUND UTILITY HOUSINGS , �� p�� FF- 000.5 - FF= 000.5 - FF= 000.5 04
-
FLOWUNE SWALE 1°6 MIN. (WATER METER CABLE TV ETC.) W SECTION B �" B �
PAD TO BE INSTALLED FLUSH TO ALLO h - ' WMIN. �-
UN-OBSTRUCTED DRAINAGE r -
4.2$ 1/4"PER 1' L
-... � 2y�, -5'MIN. GFF= WMIN. GFF•- m
2% h �� GFF= 000.0 000.0
000.0 L
SOD41F USED SHALL BE INSTALLED h XFLUSWITH SWALE TO ALLOW 4 UP TO 5' 1'
T DRAINAGE
FIG. Q. 2 P.L. is
UN-OBSTRUCTED I N MORE THAN 5' h/2(MAX 5 )
NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W
1 �
TYPICAL SODANDUTILITY DETAIL 2' r 2' F o
L• 12' TYP, z '
NTS 1. SECTION "A--A" APPLIES WHEN THE � N
DIFFERENCE IN PAD ELEVATIONS SEE NOTE #4 10' MIN. J s 2559 SQ.FT. 2888 SQ.FT. 3263 SQ.FT.
e HEREON o 2 STORY 2 STORY 2 STORY
EXCEEDS 1.0'.
2. SECTION "BB" APPLIES WHEN THE BERM TO BE m 3 CAR GARAGE 3 CAR GARAGE 3 CAR GARAGE
DIFFERENCE IN PAD ELEVATIONS IS REMOVED cy
1.0' OR LESS, & THE EXTRA DEPTH TOP OF SLOPE PAD }
OF FOOTING IS SHOWN ON THE SHAWN ON �� 59n Mqx ELEV.
GRADING & STRUCTURAL PLANS. PLAN 2` _ 6 MIN. _e N
TYPICAL HOUSE TYPES �- PRODUCT 40 ..
3. IN NO CASE SHALL THE SWALE p
FLOWLINE BE LOWER THAN THE 4%MIN-20%MAX for 3 12 MIN• SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAILS
PLANTER AREA TO SLOPE AWAY BOTTOM OF FOOTING WHITHIN then 2%Min-20%MAX. NOTE: FOOTPRINTS PLOTTED PER PLANS DATED JUNE 13, 2001 >
FROM FOUNDATION AT A MINIMUM 5' FROM BLDG. LINE.
w
OF 2%. PLANTS AND SHRUBS SHALL
3' BE PLACED SUCH THAT THEY DO 4. PROVIDE 5' WIDE BY 1' HIGH BERM SECTION "C - C„
NOT IMPEAD THE FLOW OF DRAINAGE OR EQUIVALENT ALONG THE TOP OF o
AWAY FROM THE FOUNDATION ALL FILL SLOPES OVER 5 HIGH.
FINISH FLOOR
TYPICAL REARYARD GRADING
PAD 4PROPOSED WALKWAY
N
- .
N
I 1 N
t 1
eeo
IN GROUND 'LANTER_-DETAIL
NTS G• � '
w Q
�G PRODUCT 45 w
2� z r----, 3 w
o I I t - t P= 000.0 W
1----i 1�...- PRODUCT 45 FF= 000.5
PRODUCT 45 3
PRODUCT 45 -�
WMIN, VMIN. 2 P= 000.0 0 -J o
_
P- 000.0 o FF= 000.5 1 _ _ ...�. _. .-. .-
TYPICAL E"LEVAT/DN�IIFFERENCE P= 000.0 � FF= 000.5-' � - - Q
TOP OF CURB FF= 000.5 , 45' ry
�� 5'MIN.
GFF= I%�E'_ Ld
WMIN. WMIN. 000.0 QP° . �•• . <
GF - GFF= FF= z
000.0 000.0 090.0 GFF= 0
'000.0 0�
2 t Z U
501
TOP OF SLOPE eo "ao , � � GF �Cj
4 w
s
101
GFF=
p 0 5XMIN, '����" �. 011 o��� P ,�4b J
17 'N ��f. 5 o �w4b �y U
2713 SQ.FT. 2939 SQ.FT. 3340 SQ.FT. �' �,� O .1 & o`k•
2 STORY STORY 2 STORY O �O �`� Q\o",o\ 0,
JiJL III H 3 CAR GARAGE CAR GARAGE 3 CAR GARAGE O \ +� a� �y��`r�i
- - - - - - - - - - - - - -
�.
TOE OF SLOPE H/3 BUT NEED NOT
EXCEED 40' MAX. '
DIAL TWO WORKING
BEFORE DAYS BEFORE TYPICAL HOUSE; TYPES - PRODUCT 45 _ �.�
YOU DIG YOU DIG SEE ARCHITECTURAL PLAN$ FOR COMPLETE FOUNDATION DETAILS TYPICAL COURTYARD DRAINAGE, PLAN 3, PRODUCT 45
NOTE: FOOTPRINTS PLOTTQD PER PLANS DATED AUGUST 22, 2001
TOLL FREE 1 -800-227-2600 BA NSLOPE
NTS y
A PUBLIC SERVICE BY o
UNDERGROUND SERVICE ALERT zi
m
SEAL-ENGINEER a ` HUNSAKER & ASSOCIATES BENCHMARK: IP NO* 010059 SHEET NO.
A IRVINE INC A BRASS DISK STAMPED RIV. CO. SUR. T-27-81 IN CONCRETE COUNTY 0 F RIVERSIDE N
Q�OFEss IO t ^ ' FLUSH t0.3 MI. WLY. OF BUTTERFIELD STAGE RD. ±12' W. OF C°
O NUDDL ! CD
Fl INLAND EMPIRE REGION AN ASPHALT DWY. f45 N. OF C/L RANCHO CALIF. RD. IN AN TRACT NO. 23066- 2
,�► �� 2
oy y�l r 2900 ADAMS STREET, SUITE A-15 UNIMPROVED AREA f2 W. OF UTILITY POLE #1751190E N
(07 a `'" RIVERSIDE CA 92504 (9091352-7200 ELEVATION = 1230.56 PRECISE GRADING PLAN
No. 58020 � PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS
l"he private engineer signing (hese plans is respons►ble for
mffing Me amocy 1 EXP. 6/30/02 PHASE 1 LOTS 10�-'19 do 30-39 of `� SHTS.
and occeptabiid of the design heron. In the event of drscmpancres arising after ll>�s�► `P 9 PREPAR BY• R.C.E. N0. 58020
county approval or during construction, the private engineer shall be rWonmble MARK BY DATE A P P R. DATE 1,9TF C I V I� o¢�* FOR W.O. COUNTY a
for determining an acceptable solution or revising the plans for approval by REVISIONS �11�OF CA V_\F ,c� APRIL 2002 SCALE: FILE NO.
the county. ENGINEER COUNTY � ~ � P L R. H DLEST , JR. R. 80 0 DATE H: AS SHOWN V: AS SHOWN 0076-230662
ESTIMATE OF QUANTITIES
i
NO. DESCRIPTION QUANTITY UNIT
1 LANDSCAPE AREA DR41N PER DETAIL ON SHEET 2 2 EACH
2 CURB OUTLET PER DETAIL ON SHEET 2 2 EACH
3 X A.B.S. PIPE 107 L.F.
4 r P.C.C. CONCRETE SWALE PER DETAIL ON SHEET 2 210 S.F.
40
2 --•-
�' - 1205
1220
.26' 53.35' 61.60' �Q �.." --- ... .. ... .
1 o /ti O' 60.60 w �' w
61.10' . -
� 59.60 40. w
r 45 �._ 1 12 _ Q . I N 20 36.51' ate+
, � gyp. 12 ,1tiQ 13 0-___, w
3,� �� 9 �__., ® y-_� , �_--� 211' .-- �� �1� N
'J 14 1,�p. 15 ti f _ N .
A� 1 Q 1 �� 121 • I •r
720C �• � PRODUCT 45
a� PRODUCT 45 0�, PRODUCT 45 -y `-•--� ;--� �• • i- i P• 1 �-�+ 1°'
°
�F~ �ZOC.3 4 2,A ° B D.FI 4 Q�_ PRODUCT 45 ° o PRODUCT 45 PRODUCT 45 ~- +-_- H' / _ 1�'Q �.-_ ;P'074
C ++ �'' - `. o P
z 8 °$ p 4 I 4 fi D.F. 4 �'`� ° �" 1 4 o PRODUCT 45 f o j __ 'L
1 C 2 B 3C D.F, o �� i o.� PRODUCT 45 I N I o r'
g P= 1203.5 P= 1206.1 .3 P= 1208.8 Q a :� PRODUCT 45 .`•
I o ,
FF= 1204.,0 �°� FF= 12D6.6p 4 FF= 1209.300 P= 1211.6 °� P= 1213.9 P= 1216.3 1 B ° 4 2C II� D.F 4
S -- FF= 121 �. FF= ' F FF= 1216.8 ° I$ z
,8o.F GF 120 ,- 2.1 ( 1214.4 00; 4 . P= 1218.0 �. P= 1219.6 1 �1 f
F4.,3 , .5��� - 4 P= 1221.5
19g• •v 12 ��o? °• °o o � :� + ,
FF- 1218.5 z� FF= 1220.1 3 -
9 . � s o. 1 0�, GFF= .� _FL of o o FF- 1222.0
GFF=
�• �,� 9�. � � pF 1208. 6' � � I o-' GFF= q• '`� � i
, �. z 1203.0 1 1206.1 GFF= o GFF= GF a of 1216 o
z ffl�-
� 1211.6 F= 9 '�� 9
s.o� _
`` � w p. � 1208. ° p• � 6 1213. o � GFF= F -� � GFF= � GFF
70 37, D _ o �' . 121 fi. 5.o�� 0• h 0 "' a 1218.0 = ( GFF-
J'q
; "? .� G �� 1219.6 1221.5 ? 1
z 12 -1�� o i g E 9 122. E
_ / '�� •,t► 59.10 13 1 `` .•. ��,+ ' I 1 - o / Q
,► r •3 C4 ^ r�
1 6 , , N ti ,9 ... 1 N N ti �. �, V ,• N
60.6E 1.10' �o ye_'J�-U o z I o,ti '•- -a` ��,
/ . • o 0 �• 1 ... `
's •s �' • �s �, , �. 59 D 59.60' N `� , N � st �
.s
43 41 1 3 64.03 -, oo, 3Q •00
r -- I - -- �'�' --•-�`�� - --+-- --. - ��-.._i _.�..._ '��'� �`l.'` I I �. j N 1235 •
ICA11
J ^ J f j I + I I I - I �� r Y I F.L 6.Ij 8
001
_ fFo__O�
- - _- -- -- --- 122D ntII3 v
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SEAL-ENGINEER A� HUNSAKER & ASSOCIATES BENCHMARK: IP N0. 010059 `���n SHEET No. m
�0, � '" '' IRVINE, INC A BRASS DISK STAMPED RIV. CO. SUR. T--27•-81 IN CONCRETE COUNTY 0 F RIVERSIDE N
�Q0 S ' � �' FLUSH f0.3 MI. WLY. OF BUTTERFIELD STAGE RD. f12 W OF
�w HuODLFsr I D EMPIRE REGION AN ASPHALT DWY. ±45' N. OF C/L RANCHO CALIF. RD. IN AN ... coo
yt, SUITE A-15 UNIMPROVED AREA f2' W. OF UTILITY POLE 1751190E TRACT N0. 230E6 2 0
290 ADAMS STREET, ELEVATION = 1230.56 N
`fib ' RIVERSIDE CA 92504 (909)352-7200 PRECISE GRADING PLAN
j w a EXP. g 8p2p n`", PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS co
rhe private engineer srgnmg these plans Is responsible far assuring the accuracy r �. i / PHASE 1 LOTS 10-19 30-39 of 3 sHTs. o
and acceptability of the design hereon. In the event of discrepancies orrsing after �� �� �. ,� PREPARED ' R.C.E. NO. 58020 O
county approval or during construction, the private engineer shall be responsible l 9r Cl v I ��� FOR W.O. COUNTY
MARK BY DATE APPRa DATE \1 F ,�fi 1 �� ; SCALE- o
`or determining an acceptable solution or ,•erising the plans `or approval by rP EV i S I O N S \ti \y cA JANUARY 2001 FILE N O.
the county. ENGINEER COONTY �� PAUL R. HUDDLtSTON, ,�R. R.C.E.5802U DATE H; AS SHOWN V. AS SHOWN 0076--230662
Im
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