HomeMy WebLinkAboutLot 60-62,86-94 Precise Grading •
B LEGEND
e P.L. PRECISE GRADING PLANJ
J FiRE HYDRANT
1!� NO .
STREET LIGHT
< DEEPENED FOOTING (DEPTH AS NOTED) �■�
DESIGNATOR R
25 VERANDA
(A z T P. �� F`'cy z
JMODEL
AT N FINISH PAD ELEVATION
CL
6 < 5 CITY OF TEMECULA FINISH FLOOR ELEVATION 3ww IF.F.
j wa Ni PA ELEV. + 0.5
GARAGE FLOOR ELEVATION G.F.
W Q B DISTANCE VARIES
W a 5• 5' MAIN. G. .t HiGH POINT Hp
W w MIN. A A � FINISH SURFACE
_ FS
BLDG. TYPE 10' / � '' as a as FINISH GRADE FG
In v m FINISH FLOOR MIN. — ss TOP OF WALL TNI
e4 SITE TOP OF FOOTING T,:
J� - - — � -' � 81 x283 a9
i 80
3 U PAD ELEV. PAD ELEV. O.SO' ? � �71_4
— ���. � 7s 79 9D
? Z , �� 75 76 �7 DIRECTION OF DRAINAGE
? U =CZ b �I N - '/ i / \ �,ds P 63LLJ —
Z cc (�/) K K '! �/� �� \ \ \ \ G 68 67 66 65 64 62 993 2: 1 SLOPE (UNLESS OTHERWISE SHOWN)
Z g AIR
73 7170
94
Elil
I
RETAINING WALL (SEE NOTE N0. i 2)it 0 CONDITIONING SECTION B—B 74 7 38 39 ss 9s
PAD DESIGN 33 43s
N.T.S. 32
U Q 3-<j
o BY OTHERS. 9731z \ 57
rn 0_2 GRADING NOTES
\ 30 44 40 s
cr w � \\ \ \ 19 43 42 41 s6 7 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70. AS
W O W is 29 4s too
Z cn Z c \\ ` 20 ss AMENDED BY ORDINANCE 457.
v
14 21 ee 46 S? 54 101 2- MINIMUM BURRING PAD AND DRAINAGE SWALE SLOPE SHALL BE m 11L DRAINAGE
4t 2 \\ ` 27 50 sl S3 102 ,
�^ \` >• `�j \ 22 t6 �-► 448 49 l03 SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM OF
'10 '� ` 23 2 FROM THE TOP OF CUT OR FILL SLOPES.
r GARAGE FLOOR= o
\ \\ 25 104
PAD ELEVATION \\ \ ' \ \\ 24 VIA SETA 1► S los 3. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOiLS
l07 106 ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND
5' MRV. S' MiN. \\ \ \ \\ 13 116 lls 114 113 112 111 110 109108 WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP.
1 \ � 11
119118 ��A 4. FINAL COMPACTION REPORT WILL BE REOUiRED FOR ALL FILLS GREATER THAN
1• TyP• lYP 4 7 11 VIA ONE FOOT.
N �
e
O ,� ' MIN. 3' MIN. 3 9 to S. THE CON ADVANCE ALL NNO I1F Y FINISH LOTHE ST RI DEODD RA NAGE INSPECTION.
.
•s 'J+ FINISH FLOOR _ MIN. FINISH FLOOR I? ON
THIS Z ?OZ INSPEX ZOx� ' INSPECTION CTION FOR EACH BE OT.APPROVED PRIOR TO BUILDING PERMIT FINAL
PAD ELEV. 0.50' PAD ELEV.
0.50 _ - PHONE: (909) 694-6411
�6
6. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
R/W LINE
N
/ 7. FINISH 1GRADE�FOOTBFOR ASLOPED
MINIMUM Y FROM ALL EXTERIOR WALLS AT NOT LESS
SIDEWALK SECTION A—A ��I
F 3 FEET.
9. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED iN THE FIELD PRIOR TO
�J N.T.S. COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
INDEX MAP
9. APPROVAL OF THESE PLANS BY THE CiTY OR ITS AGENTS DOES NOT RELIEVE THE
JQO C��Q� SCALE-. 1" = 200' APPLICANT AND HIS ENGINEER FROM i14E RESPONSIBILITY FOR THE CORRECTION
G
.TYPICAL LOT GRADING F� OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST,
THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY
SCALE 1' 10' FL ENGINEER FOR REVIEW AND APPROVAL.
10. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUWND WAS BEEN
CLEARED OF WEEDS, DEBRIS. TOPSOIL, AND OTHER DELETERIOUS MATERIAL
11. EROSION CONTROL : ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
.Ho rAi iFORNIA ROAD PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER
15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED VMTH
APPROVED TREES, SHRUBS. OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED
34.5Cr 34W AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS. 15' ON CENTERS.
SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS
WITH BACKFLOW PREVENTION DEVICES PER U.P.C.. CHAPTER 10.R.
N 12. RETAINING WALLS SHOVNV ON THESE PLANS ARE FOR LOCATION ONLY. ALL
1 R �R RETAINING WALLS SHALL BE CONSTRUCTED UNDER SEPARATE PERMIT PER CITY
� BUILDING DEPARTMENT REQUIREMENTS.
y /""3R -
BENCHMARK DESCRIPTION
ELEVATION : 1052.514
RIVERSIDE COUNTY DESIGNATION: —2-81 STAMPED ON 2 TIr BRASS
DISK IN CONCRETE CYLINDER. 3.4 MILES SOUTHEASTERN ON HWY. 79
FROM THE INTERSECTION OF MAIN STREET AND FRONT STREET IN
r� SQUTM TEMECULA. AT SOUTHWEST CORNER OF THE INTERSECTION OF HWY. 79
�? AND MARGARITA ROAD. 109' SOUTH OF THE STREET CENTER UNE OF
STATE H 79 ti HWY. 79 AT THE NORTHEAST FENCE CORNER OF 6' CHAIN LINK FENCE
+�
TYPICALBUILDINGS AROUND WELL SITE. 9' SOUTH AND 2' EAST OF NORTHEAST FENCE CORNER.
ViA EcU�A CORD
�
jr A SCALE 1" = 30'
MPR STIMATE OF
NOTE: SEE ARCHITECTURAL PIANS FOR FOUNDATION DIMENSIONS OWNER/DEVELOPER
nde round Service Alert WOLF VALLEY NOTE: MAINTAIN MINIMUM 18` WIDE PLANTING AREA BETWEEN EARTHWORK QUANTITIES P LOOP BUILDING SIDE AND FRONT WALKWAY PRESLEY OF SAN DIEGO
Call: TOLL FREE RAW CUT 300 C.Y.
15090 AVENUE OF SCIENCE
VICINITY MAP '�
SUITE 201
1—Boo RAW FILL 0 C.Y. SAN DIEGO, CA. 92128
422-4133 NO SCALE 619/451 -6300
TW1r0 wt1lOONiQ olt1� eEF011E rou oro i
RECOMMENDED FOR SEAL SEAL APP VED BY (A DATE SHEEI NO.
APPROVAL CROSBY Engineers • Planners • Surveyors TRACT N0. 23267 — FINAL
CITY OF TEMECULA
MEAD 5650 El Camino Real. Suite 200 '�
_.� AGNao, I IPAL gNEER,<CIG; u TITLE SHEET
. }�,_,a BENTON Carl bad. California 92008
no 14594 R.GE- "° °"'� PRECISE GRADING PLANS of 2 SHTS.
♦ PREPARED UN PERVISION OF. DATE-47-w" �at�oits>M (619) 438 - 1210
rhe private engineer signing these plans is responsible for assuring the accuracy DATE SE
Pr it e 9 P sP g y .� LOTS 60 6 FILE NO.
.. . - VERANDA I�PHA 4
and acceptability of the design hereon. M the event o1 discrepancies arising afterCHECKED BY l C`y,�" � I - � - 8 i LLt�. = 1 U.,�..�1 4 � 2, �6-94
cit approval or during construction, the private en ineer shall be responsible DATE BY NARK APPR. DATE 'O SCALE c-, c
for determining an acceptable solution ad revising9the plans for approval by ENGINEER REVISIONS CITY �� Of CA��E�Q GE E L. 8 T AS NOTED BENCHMARK
the city. DESIGNED BY DRAWN BY C ECKED BY DATE R.C.E. NO. 14394 A1SEE DESCRIPTION ABOVE FOR W.0.
1: _� DATE 3-31-93
} OV5PPTS.DWG
� TV W.OD
/9di
N`G41 iJF 47.40
40
e a2SEC T ION A-A
/ 87 \ � N.T.S.
/ *3 ,x,16 WI CONST. BY SEPARATE PERMIT
O 4_
IF +a 70 s
A Lot
+ � 1AR FF 1o50-2
to49.7 3BR84
1.78•
1049.7
1049.7 s � TV 52.7 %
82 f��7) OF
, 7
�� gal.•
81 will
1111" 9.7
(049.7) DF s 2.77'
( 1049.1) `r
2A.Gy 35.00' �* $
( 1049.1> 1049.7 �+ 6�• Tf 16.7
(10487) 1 0ow o '
,oSECTION B-B
N.T.S.
US � 91 �� � 111111111ILL 11001 . BY SEPARATE PM t T
63AR 90 �.�
�93 �e-�
G� S. 41
tiat-
)S ?
'. -
Evl�
2.17* FROM FACE
/ M �0. 1.66• 1 OF will TO PL
13 ' .17
5
1049.3 91 46.40 TF Tt 53.1
SCHEDULE 4,� � \,
(1049.9)
DRIVEWAY OPENINGS C� ".
LOT 60 16
• '� • 1048.9
LOT 61 16 1 o s 3) a� ��b2 TF 46.1 ,
LOT 62 16 �-
LOT 86 16 ' ' $
LOT 87 16 ' 1 �� �'��
C1�4
SECTION C-C
LOT 88 16 ' 8.8) 64 a3 °
LOT 89 16 Q
, � � d•6* � �` 1048.9 i 1>�L CO6T. WY SEPARATE 'E1B11 T
LOT 90 16 d0 93
LOT 91 16962 �! t R ��s.+ sr+�
LOT 92 16 ' 83 $ 1049.9 as g? '
LOT 93 16 '39
LOT 94 169g6 ti , �►
g7 38 �9 4a7 �► 8
8
NOTES: 1048.9 NP
1048.9 1048.4 i° S
374
i 00
DRIVEWAY OPENING R I DTHS ARE MEASURED AT CURB LINE . �I. .o+ +• a �ap-
CENTERLINES ARE PERPENDICULAR OR RADIAL TO CURB . �^ '�J CUPl 1048.0)
SIDELINES ARE PARALLEL TO THE CENTERLINE , EXCEPT 1047.6 � g1
C^)
THOSE MARKED BY AN ASTERISK (* ) WHERE SIDELINES 95
ARE RADIAL TO THE CURB . (1047.6) � -g� �0 e) SCALE: t'= 30'
do i T �
�r � 1048.4 0.4
6 gI.SB20 26
(�0 8 4)
� `0 J) 98
59 =
0 30 60 90
nderground Service Alert
Call: TOLL FREE
1-800
422-4133
M womw ops sum Imoa
APPROVAL
FOR SEAL SEAL .-ji APP vEo a Ga DRQ CROSBY En Engineers Planners Surve ors TRACT NO. 23267 - FINAL SHEET No.
APPROVAL �-
�l � - g 5650 El Camino Real Suite 200 y CITY OF TEMECULA
OQ ftif�7 AGNOLQ OPAL GINEER, D MEAD 2
3 c; R.c.E no. Iz 3 E7�. DATE 3-31-»6 BENTON . _ Carlsbad, California 92008 PRECISE GRADING PLANS
or 14"4 r PREP UNDER VISION OF. DATE-4-.l�13 & ASSOCIATES (619) 438 - 1210 LOTS 60-62 & 86-94 OF 2 sHn.
The private engineer signing these plans is responsible for assuring the accuracy DATE FILE NO.
and occeptobfTity of the design hereon. In the event of discrepancies arising aft DATE BY �AARK APPR. DATE CHECKED BY J, ' r?- vv- SCALE 0f _ 30' BENCHMARK T - 2 - 8i E�Ev. _ �os2.514 FOR VERANDA - PHASE 4
city approval or during construction, the private engineer shall be responsible
for determining an acceptable solution and revising the plans for approval by ENGINEER REVISIONS CITY 'Pjf Dirk' OR L. NT SEE DESCRIPTION ON SHEET 1 FOR W.O.
the city. DESIGNED BY DRAWN BY CHECK D BY DATE or CALF DATE
R.GE:. Ni 14x94 A1E -97 01 -05-93
OVSDPPLN.D WG