HomeMy WebLinkAbout651-4 ESTIMATE OF QUANTITIES - THIS SHEET
NO. DESCRIP770M QUANTITY JUNIT
1 REMOVE&REPLACE WAR&DRIVEWAY AS NET,MOY '84 L.F.
CONSTRUCT POP-UP E7WT7ER PER DETAIL HEREON 9 EA.
lvlj
INSTALL AREA DRAW PER DETAIL HEREON 18 EA.
4 INSTALL J AB.S PIPE AS SHOW ON PUN 896 L.F.
CONSTRUCT RETApWNG WALL PER RISE COUNTY 222 L.F.
STANDARD NC 284-197A&8
14 0.31' - _ F.G _ 1 O 1 _ -!D4(/ 1 11 B CQVS7RUCT AICD.207 D APRON PER DETAd HEREON 14 E.A.
56.39' S6.39 65. - 78.27 88.13 65.79 81.98 70.O - -- 69.00 - 7.87'�•
4 1545
1550
A 28 7 G.
N _ a
y
(� R B G. 569 F.. S
N Y _
s s7s.
1 `Y uth
i tr 9 F.C. F.a ..-. RP. _____ - - >
1 ` ' O _ ___�
1 -
i
OPT.DE _ S� S..005 3R I OPT. 1 I [ I SR, I OPNP. 5R • ,�
'-W.' �J
3 17.• OPT.DEC - OPT.DECK%' D• '' : P=1540.3
D.F. I I ` xP' P=1568.0 - F x P=1547.3 I o FF=1541.,5 C
11 _ roPT DECK 1 5R I SriFF=.568.75 x.. 4 4mro 3 FF=154.3 S-O.o05
O.F. P. 4pf0 0.0' S�0.006 St7 539.9m �•.
I P=1588.0 4 s-oaos Z, - �P=1561.4 P=1554.3 23 3
ppT DECK ` 5R 4 a FF=1585.75 _ p 1582.4 P=1575.2 p:4. I a a' FF=1562.15 FF=1555.05 S+ a4' �. D•F• i m
pe 1592. FIF=1583.15 I FF=1575.95 1566o G T•• r r. S �' D•F• 1540.3 m p
A
I :1593.15 O.i. BA �I 5 r I _ 1547.3 n
y13 i 20• 7olro i
SsDeWSF T I -r' I � IL� ` 3gLFy � S.O.00B �. �� l 41.0' I tYA4.3 I H. pFGFF ' 5.0.010 D3.4
�.� I(OPT• g6.4 O.F. GFF� ,' �, 5. OOS I7.9 1508.0 GFF-
GFF. •1' 575 4i^ NP. G 0.5' 22' iS8t.4 I � 540.3
u 16 F.G I AFL i...
600• ^ rpPS.DECK H.P. ^ -1 15 GF• I 1582.4 D.F. 6.S' 1575.2 t. 1547.3
1992.4 1 588.0 5 I, B. �• NP. 1 1587.0
F
,� a s..
r.L.
� PT. ^p s16 8 5 �l I•L.•C. � 1 Og �5... � � / .P.�� / 83FC � /h w� `.H h F.L••GB. \�� "�
.F. 1582.4
�. BIFL 55.09' 5.0.010T -
1 16 x.P•P a 160�45 M t�A rs.•.GG � � / $�
p>1601 635 FFffi 160 'a 77
V5
FF%1602. r1. GFF= 25� F N++ 65.05• - _ _ II --- -- - --- _-
5+ 1599.3 $.. y 1 - J I���-, O' ��3 1 I r"I I t'---� -•��
1 L'" � 1 /6 6 �= 1 •- , � i _ -'"�- -- � �S L.I--- - 4 1 - - I '�- � -�ry I 'D
FL 1Y• : ' _ �.�- �• 1 �_ T , �' _ 111-- -Imo^-'e- �• \
tGFF 6 O® Fk, 62.09 -__ I I - -I•-- --r =y -- 1 - 1
� /j•��� 1�
j601.6 i.L^'G w, , 1 1 �� �" - .qU ��.�_ �-_--_ I ♦ �i��� I 1 1 1 I .O� --_..._ 3
FL" ,� 1 T 1•YY III._---�- I ..----'----"' -----_l 1-----J-I �� I I I-- o
. �>R 55.fR 1 �� 1 ,{` _• 'i•1 4 �,_..�. 11 --}�-}"_� ... I
1 �• 1 a � � z
�la _z
q 3'MIN
M C
ROUND V MIN. MWSILL •C•
OFF TOP �g•yy1� * a --R m
0 15 30 60 90 120 1
m
2%MIN.
6•MIN.BELOW T
12•MIN.ABOVE PAD ELEV. FLOWLINE OF SWALE ola• v, SCALE: 1"=30'
SECTION A-A ^'
SECTION B-B B•CURB
•c• N
TO.ELEV V-or SPEED-D-TUFF GRAlr B N.D.S.No.1212(GREEN) r MIN. VIA DE LA VALLE
(SEE PLAN 1 MIN OR APPROVED EQUAL 3'MIN, 4'MIN. R/W OWY RATE
AA`` Jl Nw 2% y 1% PER PLAN a
P, L_ «HP -%W.HIGH POINT * 8•MIN. COMPACTED --- - o
ADAPTER N.D.S.No.1221 B HP.PE-0.3'(MIN) BERM l l
REDUCER OR APPROVED EQUAL 1x
h
Up 8•MIN. ,
PPE RISER PUSRC TEE MIN. i• n M
^ NOTE:FOR B9•ID/Na 2 I 6•NIN.BELOW 6•TO 12• SSECTION C"'C` 1• ~ ti�
AB.S TO BIN '^4 /1 FLOWLINE OF SWALE
CONTRACTOR TE
PIPE SIZE WV.ELEV. USE HELD-ON I" A I A C .I C SECTION C-C
PER PLAN SEE PLAN) SOLVENT OR EQUAL. L I, L {_j R/W ._�`,
n LANDSCAPE AREA DRAIN DETAIL D--I 4, ~YARDRIVEWYI N. GARAGE
a
NOT TO SCALE C(
15%NA7L G P �
L2% In X •B• w TC 7 a
Lr 05 0 .
3-7/16• CENTER DRIVE ELNTTER .:t�% �n u• R a R/W
OWY RATE b'� '`�_ N
T.G.ELEV. 2% y 2% PER PLAN �fC r I O
JJ CURB D .1 SECTION D-D M'.'NI,' 1'-- -- - 0� K, a7
IA•A9M ,%MIN• NOTE:DEPRESSED CURB DRIVEWAY APPROACH PER STREET i .. , 0.02 Pa 2R ! g D
PLAN IMPROVEMENT PLANS •' el< .,m 1•up 8•MIN. , 1 1
6 9, I
9�y� PVC PIPE POP-UP DRAIN ENIT7ER SANDBAG LOTS S' 3• •� $1.311615
84 9 p m
2 RISEN A5 ADAPTER kDS N.324 AS SHOWN " O6S /g o m
NEEDED CW APPROVED EQUAL SINGLE ROW(2 HIOH) 8•CURB SECTION "B"-"B" �•, _ 24 '' e f �" Z
PVC BD-DEGREE ELBOW .B.
AC
T�4.ORUN HOLE PLAZA VALENZA n
TIESq z C
*SMOICA POSTOILS ENGINEER'TENSION SLAB
OHS. �•� FO & ! o f 18, �'
PIPE SIZE WV,ELEV, SEE SOILS REPORT AND ADDENDUMS. .. "m'2 m
PER PLAN (SEE PLAN) 6' 4 * \�� A tj m
PAD ELEVATION •9 �e/
2 POP-UP DRAINAGE EMITTER (BUBBLER) * nj
a
NOT TO SCALE pqp ELEVAT tY MIN. EXTRA HEIGHT OF FOOTING TO 3 1= '•A• N
2 2 BE DIMENSIONED ON PLANS E 1 2.pO cj
4&•
• IA' .L T,FLU" iO RAW DWY RATE •q
R 27 0% 2% PER PLAN A ^ 6Cr I g o
ROWLNE OF S�'WIAIE FLAWLINE OF SWALE 4 « ,tt I; H • ,_____ ___ ZQ 10' 2' \ II
RETAINING WALL NOTE: N7 1 u h
ALL RETAINING WALLS OVER 3-FT IN HEIGHT SHALL SECTION C-C uP
(WHERE DEEPENED FOOTING REQUIRED) 4' 3• 4'0WO G
BE PERMITTED BY A SEPARATE APPROVED RETAINING WALL PLAN PRIOR TO ISSUANCE OF A GRADING PERMIT SIDEYARD DRAINAGE - TYPICAL LOT 5•CURB SECTION "A`=A' Ry2 \ 0 15 30 60 90 120 n
SANDBAGGING AND DRIVEWAY DETAIL A« PLAZA MODENA, PLAZA LUCERNA M
SCALE: 1'•=30' zl ,
DRIVEWAY NOTE: REVISIONS: APPROVED BY: PREPARED BY: HMSAM & ASSOCIATES BENCH MARK � $ INC CITY OF LAKE ELSINORE
EXISTING CURB & DRIVEWAYS TO BE B.M. M E-12-70 4aoFEssl .
MODIFIED OR REMOVED AS NECCESSARY DO�fs PAUL R. DDLLEES N R.C.E. 58020 EXP. 6/30/06 '' RRGION PRECISE GRADING PLAN
AND NEW DRIVEWAYS CONSTRUCTED AS os MILE N.E. ALONG RAILROAD CANYON ROAD , s$ -------- 2900 ADAMS STREET,BOOTIE A-15
FROM INT. OF STATE HWY. 71. 373 FT. N.W. `"'TNO.58020 DATE: E RIVERSIDE CA 92504 ((909)352-7200 TRACT 17413-1 4
SHOWN HEREON. PLANNING ENpNEERING RVEIING GOVERNMENT RELATIONS
OF RAILROAD CANYON ROAD, 3.0 FT. S. OF e,w.e/3o/OB a OF I
P.P.# 14090 CWT, 1.0 FT. N. OF MARKER POST. r THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED FOR: PHASES 8-10
NOTE: SEE SEWER & WATER PLANS THIS TRACT BRASS DISC SET IN TOP OF CONC. POST. OIv/� THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR SCALE: AS NOTED PULTE HOMES CORPORATION 4
ern•CALtf MAW DESCRIPTION BY APPR DATE CITY AND STATE LAWS,AND A PERMIT CAN BE I SUED. LOTS 1-13, 59-64 & 84-98
FOR BACKFLOW PREVENTION DEVICES. MARKED E-12-70. // 18401 VON KARMAN AVENUE, SUITE 200 SHEETS
DESIGNED BY: SCOOT THOMPSON DRAWN BY:SCOTT THOMPSON AL a� _d � LOTS 99-114 & 124 & 130-137 O
!� n IRVINE, CA 92612 3
ELEV. 1296.095 - 1970 ADJ. CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER:PAUL HUDDLESTON KEN A SEUMALO CITY ENGINEER R E 56915 DATE:JUNE 2004 g S7
(949) 797-4400 W.O. FOR: PULTE HOMES FILE NO. F D