HomeMy WebLinkAboutPrecise Grading B R
PRECISEGRADINGPLANLEGEND
Cn
W
FIRE HYDRANT> TRACT Cao
NO .
26861
1� Q'<• STREET LIGHT --�
v~i MODEL•j��'�J' COMPLEX UNIT No . 142 DEEPENED FOOTING (DEPTH AS NOTED)
- _ Z I MODEL DESIGNATOR 3
CITY OF TEMECULA
I N DISTANCE VARIESFFINISH PAD ELEVATION
1(I1 1 V BLDG.
23.5
FINISH FLOOR PAD ELEV. + 0.5' 10� �,' FINISH FLOOR ELEVATION F.F.
FINISH FLOOR T MIN. '� GARAGE FLOOR ELEVATION G.F.
B 79
5' S MIN. PAD ELEV. t0.50' 2
. HIGH POINT HP
MIN. A N. IA1N• !, FLOW UNE FL
BLDG. TYPE •' 1r,14 AY r Y n44 FINISH SURFACE FS
N _
PAD ELEV."/) SECTION B-B _ _ TOP OF WALL TW
I z N.T.S. - TOP OF FOOTING TF
Model Site
DIRECTION OF DRAINAGE
C3 -� 2: 1 SLOPE (UNLESS OTHERWISE SHOWN)
F:
t tt1 tze O
H
U9 19
38 MN. " ,� " GRADING NOTES
04
1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER
70, AS
20.t FINISH FLOOR
AMENDED BY ORDINANCE 457.
11�
'^ P - 11
PAD ELEV. SAX Z � PAD ELEV. - �.� 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - IX DRAINAGE
13-I GARAGE FLOOR= o 0,50• 0.50' SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF
I PAD ELEVATION � AREA
� 2' FROM THE TOP OF CUT OR FILL SLOPES.
IQ RE 3. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS
ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND
SECTION A—A g r WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP.
N.T.S. Y
4. FINAL COMPACTION REPORT WRL BE REQUIRED FOR ALL FILLS GREATER THAN
"
� � — •e► � ,� �� ONE FOOT.
14 /�`�� 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24
.� < •� L L _
o HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION.
tl
THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL
RAW � INSPECTION FOR EACH LOT.
� �
E L I: g � l PHONE (909) 594-8411
N IL
»_ 6. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
SIDEWALK IL 7. FINISH GRADE MALL BE SLOPED AWAY FROM ALL. EXTERIOR WALLS AT NOT LESS
• g
THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET.
ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED N THE FIELD PRIOR TO
C SCALE' 1 »Z00 t6 COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
TYPICAL LOT GRADING 9. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE
APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION
'
'
SCALE 1s 10 ` OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST,
QU .
THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY
y 14 �y ENGINEER FOR REVIEW AND APPROVAL
2 10. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN
$ ECULA CLEARED OF WEEDS, DEBRIS, TOPSOIL. AND OTHER DELETERIOUS MATERIAL
N a R!O 11. EROSION CONTROL : ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
115'
PLANT
N VERTICAL HEIGHT,IIN ADDITIONTMTO GROUOERND D APPOVED COVER. SHALL BE SLOPESGROUND CO •PLANTED
_ 25.00' - ..t j APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED
---- _ I r------- AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 15* ON CENTERS.
a I I I SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS
SITE �$OVTN I I I I I I I -------, WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R.
STATE H 79 1a &rj I iI KEY M
AP
I N.T.S. 12. RETAINING WALLS SHOWN ON THESE PLANS ARE FOR LOCATION ONLY. ALL
Ui1 PUN-4
I ^
NI 1 1 1 1 1 1 I RETAINING WALLS SHALL BE CONSTRUCTED UNDER SEPARATE PERMIT PER CITY
o Iq__1 I . I 1 I `--J� I I I BUILDING DEPARTMENT REQUIREMENTS.
01 -LCL _91 to
I J
I
ESTIMATE OF
�0 i;�,r i 1qI i 1 �� PLAN-1 i 1 �1 PLAN-3 i 4 d PUN-2
n
N; EARTHWORK QUANTITIES
I I I I I I 11 I
_t J-+__ J_i 111 I I �
I LL -----rj
L_
I ��----- I ��----- I__� ' RAW CUT 20 C.Y.
1 I
VICINITY MAP 4_ z°.83' �-
'
25.00'
NO SCALE j I I I RAW FILL 0 C.Y.
I I i
NEW MODEL EXISTING MODELS
OWNER /DEVELOPER
BENCHMARK DESCRIPTION
TYPICAL BUILDINGS
Undergound Service Alert ELEVATION : 1052.514 PRESLEY OF SAN DIEGO
RIVERSIDE COUNTY DESIGNATION: T-2-81 STAMPED ON 2 1/2• BRASS 15090 AVENUE OF SCIENCE
Call: TOLL FREE CROSBY Engineers Planners Surveyors NOTE: SEE ARCHITECTURAL PLANS FOR FOUNDATION DIMENSIONS DISK IN CONCRETE CYLINDER. 3.4 MILES SOUTHEASTERLY ON HWY. 79
FROM THE OF MAIN STREET AND FRONT STREET IN
1-800 MEAD 5650 El Camino Real, Suite 200 NOTE: MAINTAIN MINIMUM 18" WIDE PLANTING AREA BETWEEN TEMECULA. 'NTERSECTION ATT SOUTHWEST CORNER OF THE INTERSECTION OF HWY. 79 SUITE 201
422-4133 BUILDING SIDE AND FRONT WALKWAY AND MARGARITA ROAD. 109' SOUTH OF THE STREET CENTER UNE OF SAN DIEGO, CA. 92128
BENTON Carlsbad, California 92008 HWY. 79 AT THE NORTHEAST FENCE CORNER OF 8' CHAIN LINK FENCE619/451 -6300
TWO WORKING DAYS BEFORE YOU DIG
8z"S,OCIATZe 210 AROUND WELL SITE 9' SOUTH AND 2' EAST OF NORTHEAST FENCE CORNER. LD94- 094GR
C�JNS TRUCTION RECORD DATE BYi REVISIONS ACUD BENCH MARK SEAL - Designed By Drawn B Checked B Drawin No.
Contractor—
SCALE �QpOF L S/ON y y RECOMENDED BY& DATE& to 13 4 CITY ❑F TEMECULA DEPARTMENT OF PUBLIC WORKS g
- - -- _ _ --- -
Horizontal y O G ti� P Prepared Under Supervision Of
SEE NOTE THIS SHEET c13' : a CSEY DATE,
/•%�/iy TRACT N0. 26861
m5pectorW No.14594 r, ACCEPTED BY&
"-- Enp. 3-317 e —
• _ Date�Df4 r �Z 7 a PRINCIPRAL ENGINEEER, FOR CITY ENGINEER PRECISE GRADING PLANS
Dote Cogq+leted Vertical sr 01V1L `T, GE L T
CALIF R.C. , No, 14594 Ex Tres 3-31-97 R.C.E. No. 41880 Expires 3-31-98 m MODEL COMPLEX TITLE SHEET
p - UNIT NO. 142 Sheet of 2
4.11111.
-1 _
7
9
8
0
N COUNTRY GLEN WA Y
0
----------------- ---------------------------------------------
--- ----- ---— ' _+ ————————————-——————–––––––––––––––
o � �
cC) /
52.85FG \ /
/ I
4
2
U-)
\ / I
ti- \
"' s • 1 �' ' ' ' ----------�
❑ �!°Fi�� 1� moo, � � i i------ I
❑❑ 142
II I
6.14' I + , �--- ------------
- 1 I I 1
' ' I 20.00' 5.00' 1 16.00'
41.00' I , I , r---------_------{ I
PLAN
4CR 1 L4J
MODELS
EXI$ TING
F.F.: 53.5 12
o i
2 '
m �
rill
I �I I PLAN 1 r, � �► ,
PLAN
0 ,
PLAN I
I , 1 2B I I 1B 1 ��
G.F. 53. 0 I \ +
ic 1 1 1 1 I
I I 1 I
I , I
1 ��• 1 I I ----------
13 + I I J L ----------
I L _ --- -
I
ao 1
o � �
-- M W / \
40 N __ -___-____
oJ s-- ------ ; �=r— / --- ------------------------- ------—--- ------- o�j
Ui VT �i Ile/ \ ern
o o
-------------- O �'� ��' �� ---------
'� I 10 -----------------
--
ROLLED CURB - ----+---------------------
-------------•---- -----
(6 CL O VER LA NE
_ 15 0 17
16 J -
P1 — — r)
n
LO Lq
cG �p
— -- ---------- --- `\\ / ----------------------------------+------------O -- -------------
O
I ��
———
Undergound Service Alert \\ \\ ,' ------------------------------
__-- --------------------—---------------------------------------------------------
Coll: TOLL FREE
1800- CROSBY Engineers - Planners - surveyors
4 -800 3 �BdD 5850 El Camino Real, Suite 200
1 1
BP3NTON Carlsbad, California 92008
&A/AOQIAT2111111111 (819) 438 — 1210
TWO WORKING DAYS BEFORE YOU DIG LD94-094GR
CONSTRUCTION RECORD DATE BYi REVISIONS ACC'D BENCH MARK SEAL• ofESS�-�_ Designed By Drawn By Checked By Drawing N-0
----- - SCALE �Q� L otiq� V9 m RECOMENDED BYE DATEi CITY OF T E M E C U L A DEPARTMENT OF PUBLIC WORKS
Contractor—
SEE NOTE Horizontal y �� Plans Prepared Under Supervision Of
» No.14594 �m ACCEPTED BY1 DATE.
SHEET- 1 W
"��' 1 =10 � gyp. }3,�7 � Date to iz�4 - ,_� TRACT N0. 26861
RA OND A. CASEY
Date Capeted Vertical ',,� Civil- GE GE L. N7 PRINCIPAL ENGINEER, FOR CITY ENGINEER PRECISE GRADING PLANS
N/A ��OF CAL`f R.C.E. No. 14594 Expires 3-31-97 R.C.E. No. 418150 Exptr*s 3-31—sem 1910 MODEL COMPLEX UNIT NO. 142 Sheet 2 of 2