HomeMy WebLinkAboutLot 1-8, 33 - Precise Grading r _r
B LEGEND
PRECISE GRADING PLAN
P.L. W
J FIRE HYDRANT Nt
a- STREET LIGHTz TRACT NO . 23267 4
DEEPENED FOOTING (DEPTH AS NOTED)
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MODEL DESIGNATOR
z VERANDA
A�' N FTNtSH PAD ELEVATION
C 49.
CITY OF TEMECULA
1 FINISH FLOOR ELEVATION F.F.
FINISH FLOOR = PAD ELEV. + 0.5' �
GARAGE FLOOR ELEVATION G.F.
DISTANCE VARIES
hGH POINT HP
S s MIN. BLoc. � .
MIN. ""� r FINISH SURFACEFS
BLDG. TYPE 10' '� s'�* ' /'-Tw ; FINISH GRADE FG
FINISH FLOOR I — MIN. I��-;' \\1 i �. TOP OF WALL Tw
TOP OF FOOTING TF
Z PAD ELEV. Z PAD ELEV. 0-w =� != DIRECTION OF DRAINAGE
M►N. FAIN. �,/' ► \ p \ w
r_
21
K K 76 7 a 19 \ \ `, +� `;,r 2:1 SLOPE (UNLESS OTHERWISE SHOWN) �T---1T—
AIR • 12 4 J
CONDITIONING SECTION B—B
3 2
g PAD DESIGN N.T.S. � 10 6
Z 5 4
BY OTHERS. e 7 �`� •),i'�.E3�' \ ` ` i,w- r--
W � 9 Tr'►a�
_ w GRADING NOTES
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CL Q
0 31 �� _-_�-_ --- \\ w - 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUADING CODE. CHAPTER 70, AS
U113 _.� ---♦ �
AMENDED BY ORDINANCE 457.
_ t•- t
SITE ' - - i ; 2 MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SMALL 9E w 1X DRAINAGE
SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF
a - _ t t 2 FROM THE TOP OF CUT OR FILL SLOPES.
� GARAGE FLOOR= c 34r
PAD ELEVATION �► NA SIATA W&S \ \ \ 3. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS
�► \ I t t t \ t ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND
E" .! 5 MIN. S' MIN. ,�► \ \ i t ` i \ t \ WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER V DEEP.
41 1' TYP. R �'10
����'� \ ` MA Mo A 4. SAL FOOT. REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
N 3� 1 TYP. ��. 0 ,-
-< I 3' MIN. w w t S. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT AT LEAST 24
W HOURS IN ADVANCE REOUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION.
FiMSH FLOOR _ 22; M►N. MINX F?NfSH FLOOR THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL
r /
t'' ? Ox AX „ 20x� INSPECTION FOR EACH LOT.
PAD ELEV. 0•SO' _ 0•�• PAD ELEV.
PHONE: (909) 694-6411
�6
R/W LINE \✓/ s_ DUST SHAM 9E CONTROLLED eY WATERING OR OTHER APPRO'1IED METHODS.
N ' FrNrsH RADE AMAWAYFROMLEXTERIOR WALLS AT NOT LESS
SIDEWALK ECTION A—A TMAN1 SMALL
OR OF 3 FEET.N.T.S. S. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
4; '0
-MAP
)� I COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
�' C+ 9. APPROVAL OF THESE PLANS BY THE QTY OR ITS AGENTS DOES NOT RELIEVE THE
1� LOT ��� SCALE: 1" 200' APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION
OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST,
�� THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY
SCALE 1' - 10' F` ENGINEER FOR REVIEW AND APPROVAL
10. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS SEEN
CLEARED OF WEEDS, DEBRIS, TOPSOIL. AND OTHER DELETERIOUS MATERIAL
11. EROSION CONTROL : ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
NIA R_QAI) PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER
15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH
APPROVED TREES. SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED
AT 10' ON CENTERS; TREES. 20' ON CENTER; COMBINATIONS, 15' ON CENTERS.
JSLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS
1 WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R.
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NR 1R
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BENCHMARK DESCRIPTION
ELEVATION : 1052.514
RIVERSIDE COUNTY DESIGNATION: T-2-81 STAMM ON 2 1 !!BASS
DISK IN CONCRETE CYLINDER. 3.4 MILES SOUTHEASTERN ON HWY. 79
FROM THE INTERSECTION OF MAIN STREET AND FRONT STREET IN
TEMECULA- AT SOUTHWEST CORNER OF THE INTERSECTION OF HWY. 79
S/TE
• ' AND MARGARITA ROAD. 109' SOUTH OF THE STREET CENTER UNE OF
HWY. 79 AT THE NORTHEAST FENCE CORNER OF 6' CHAIN LINK FENCE
SOJV AROUND WELL SITE. 9' SOUTH AND 2' EAST OF NORTHEAST FENCE CORNER.
ST �
ATE 79 %o
N
TYPICAL BUILDINGS
vjE0�"C"LA CpRDp SCALE 1" = 30'
A
RESTIMAIT -OF
�No NOTE: SEE ARCHITECTURAL PUNS FOR FOUNDATION Df1 MIONS OWNER/DEVELOPER
nde round Service Alert NOTE: MAINTAIN MINIMUM 1 g' WIDE PLANTING AREA- BETWEEN -EARTHWORK QUANTITIES
P YLOOP VALLEY BUILDING SIDE AND FRONT WALKWAY PRESLEY OF SAN DIEGO
Call: TOLL FREE RAW CUT 225 C.Y. 15090 AVENUE OF SCIENCE
AP suITE 201
t gooVICINITYRAW FILL 0 C.Y. SAN DIEGO, CA. 92128
422-4133 NO SCALE 619/451 -6300
two woIBm o1I''fs a1117= YM on
RECOMMENAPPROVAL DED FOR SEAL SEAL AP OVED DA1E tl � CROSBY Engineers - Planners � Surveyors TRACT N0. 23267 — 4 SHEET No.
CITY OF TEMECULA
DON sPAGNao. ��P ENGINEER. CITYMEdD a650 IM Camino �>d>~ smote 200
R.C.E. no. • 3 9W. DATE 3-31-n33-31-nBFZNTOI� Carlsbad, Caliicraia 9200e TITLE SHEET
PRI=P uNoaz THESU : °ATE l.Z-n &•s•�•TM (619) ,.� - 1210 PRECISE GRADING PLANS of 2 SHTS.
The private en ineer signing these lops is responsible for assuring the accuracy °A VERANDA PHASES 10 alt 11
p g gr+ 9 p np 9 y FILE N0.
and acceptability of the design hereon. In the event of discrepancies arising oft DATE BY MARK APPR. DATE CHECKED BY SCALE — r LOTS S 1 —8 &' 33
city gpproval or during construction, the private engineer shall be responsible AS NOTED BENCHMARK T — 1 — � ELEV. — �v X2.51 4
for determining an acceptable solution and revising the plane for approve/ by ENGINEER REVISIONS CITY OR L. BENT SEE DESCRIPTION ABOVE FOR W.0.
the city. DESIGNED BY DRAWN BY CHECKED Y DATE DATE
R.GE- O. 4384 • DA ?I-97 3-31-93
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PHASE 10 PHASE I I
(LOTS 1-J) (LOTS 4-8 & 33)
N 1•= m•
nderground Service Alert
CaR: TOLL FREE
1-B00
422-4133
two worm o" WOW Vw m
RECOMMENAPPROVAL DED FOR SEAL SEAL APP OVED DATE o t CROSBY Engineers • Planners ' Surveyors CITY
NO. 23267 - 4 SHEET NO.
TESD W50 a Cao Real. Suite 200 CITY OF TEMECULA 2
DON SPAGNOLO. CI P GINEER, C1 of LA Z BENTONCarbbad California 92008 PRECISE GRADING PLANS
R.C.E. NO. 429 3 - OP. DATE 3--M-"
a LMOCLT= (619) 498 - MO OF 2 SPITS.
DATE SAM UMER 7W VISION oF: DATE 4-t-i s .. . VERANDA - PHASE 10 11
The private engineer signing these plans is responsible for assuring the accuracy LOTS 1 �g E 10 FILE NO.
and acceptability o/ the design hereon- in the event o/ discrepancies arising aft DATE BY NARK APPR. DATE CHECKED BY SCALE AS NOTED BENCHMARK T - 2 - 81 ELEV. = 1052.514
33
city approval or during construction• the private engineer :holt be responsible GEOR L BE ON
/or determining an occeptoble solution and revising the plans /or approval by ENGINEER REVISIONS CITY DATE DATE SEE DESCRIPTION ABOVE FOR W.O.
the city. DESIGNED BY DRAWN BY CHECKS BY393
R.C.E. N10. 14394 dA -!! -31-
d.N. 225-089 OV4PP.DWG