HomeMy WebLinkAboutLot 1-29, 45-48 Precise Grading e LEGEND
P.L. PRECISE GRADING PLANW
J FIRE HYDRANT
� TRACT NO . 23267 � FINAL
STREET LIGHT �.�►
DEEPENED FOOTING (DEPTH AS NOTED)
cn
b MODEL DESIGNATORz VERANDA
R
�o', N FINISH PAD ELEVATION
F� 0
71 999.
. I
CITY OF T FINISH FLOOR ELEVATION
F.F.
FINISH FLOOR PAD ELEV. + 0.5 �
GARAGE FLOOR ELEVATION G.F.
B FIREPLACE
DISTANCE VARIES F.P.
s' S' MEIN. BLDG / .�,�� HIGH POINT I.Ip
MIIN. A A , Y� FINISH SURFACE FS
FINISH GRADE FG
BLDG. TYPE FINISH <rLdaR 10' � /�A � -- ' � e6 °7 et! TOP OF WALL
_ — TW
— •' ' / 80 81 82 83 84 85 eg TOP OF FOOTING TF
PAD ELEV.
PAD ELEV. to,50' - 79Z �� � _ -�� � � � 76 77 7e 90 DIRECTION OF DRAINAGE
N 1�IN• i� 75 1311
0 P 66 65 64 63 92 2: 1 SLOPE (UNLESS OTHERWISE SHOWN) ---�—
\ ----Y—
� AIR 69 68 67 62 93
COND I T I ON i NG SECTION 6—B , — " — i 74 73 n 39 60
72 7170 61 94
g PAD DESIGNN.T.S. \\ ` — 33 4 6
>�
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BY OTHERS. \\ ` ` 3 oORh TACOTA se 97
W �\ a s7 GRADING NOTES
s
W `\ \ ' �� 44 43 42 41 ss5 ' 9� 1. ALL
GRADING
SHALL
►NCONFORM
E 4� TO THE UNIFORM BUILDMG CODE. CHAPTER 70. AS
\\ \ 1 1 51 52 S4 10� 2 MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOE SMALL BE • 1x. DRAINAGE
r 49 so s3 102 SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF
-n a ` � los 2' FROM THE TOP OF CUT OR FILL SLOPES.
w \ �
GARAGE FLOOR= o \ \ \\ � S
PAD ELEVATION 105 3. ALL GRADING SMALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS
\ \ � \ \ \1
107 10� ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND
S' MIN. 5' MIN. \ \ \ \ 11 116 115 114 113 112 111 llo WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP.
• \ �E�, 4. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
• VIA ONE FOOT.
{ No 1 TYP. 1' TYP.
_ MIN. SITE E 5. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT AT LEAST 24
3 MIN. HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION.
S
AID � 'J� � FINISH FLOOR �► _ ?; W11N• � FINISH FLOOR
MON Zx THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL
• �� ami ? •�l OA MAX 20 "50- INSPECTION FOR EACH LOT.
PAD ELEV. 0.50 PAD ELEV.
PHONE: (909) 694-6411
R/W LINE
6. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
N 7. 1HANH1 GRADE
AD ESHALL BE OR APMINIMUM WAY F 3�FEATE EXTERIOR
WALLS AT NOT LESS
SIDEWALK SECTION A-A
1 N.T.S. B. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
NDE MAP COMMENCEMENT OF ANY CONSTRUCTION
/GRADING.
C► X9. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT REUEVE THE
��Q� SCALE: 1" = 200' APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION
TYPICAL LOT GRADING OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST.
��F THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY
SCALE 1' 10' ENGINEER FOR REVIEW AND APPROVAL
10. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE MOUND HAS BEEN
CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL
11. EROSION CONTROL : ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
PLANT AT 12m ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER
RANCHO r-Ai 1FQRNIA ROAD 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER. SHALL BE PLANTED WITH
APPROVED TREES, SHRUBS. OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED
34.W 34.5W 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 1 R R
r3 r3
R
2
• -
�' BENCHMARK DESCRIPTION
ELEVATION : 1052.514
• RIVERSIDE COUNTY DESIGNATION: T-2-81 STAMPED ON 2 1/2` BRASS
S�r� 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
ST S AND MARGARITA ROAD. 109' SOUTH OF THE STREET CENTER LINE OF
HWY. 79 AT THE NORTHEAST FENCE CORNER OF 6' CHAIN LINK FENCE
TE H 79 PICAL ULD GS
AROUND WELL SITE. 9' SOUTH AND 2' EAST OF NORTHEAST FENCE CORNER.
s
�'FA 0ti:CULP, —
�, tE CORo A SCALE 1�' - 30LA ]ESTIMATE OF
OWNER /DEVELOPER
NOTE: SEE ARCHITECTURAL PNS FOR FOUNDATION kENsloNs
nderground Service Alert WOLF VALLEY
NOTE: MAINTAIN MINIMUM 1B" WIDE PLANTING AREA BETWEEN LARTHWORK QUANTITIES
LOOP BUILDING SIDE AND FRONT WALKWAY PRESLEY OF SAN DIEGO
can: TOLL FREE
RAW CUT 900 C.Y. 15090 AVENUE OF SCIENCE
SUITE 201
1—Boo _VICINITY MAP RAW FILL 0 C.Y.
SAN DIEGO, CA. 92128
422-4133 NO SCALE
619/451 -6300
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RECOMMENDED FOR SEAL SEAL APWIVED DATE I TRACT N0. 23267 — FINAL SHEE1 NO.
APPROVAL CROSBY Engineers m Planners • Surveyors
39B AD 5650 M Camino Real, suite 200 CITY 0 F TE M EC U LA
AGN, P GP " ENGINEER._a u BENTONCarlsbad, California 92009 TITLE SHEET
R.C.E. No. • EV. DATE 3-r-� a"DOCXAT. (619) 439 - 1210 PRECISE GRADING PLANS F 4 SHTS.
DATE PREP UNDER THE VISION OF. DATE -4-1-4 VERANDA — PHASES S. 9 do 10
The private engineer signing these plans is responsible for assuring the accuracy FILE NO.
and acceptability of the design hereon. M the event of discreponcies arising offer CHECKED BY SCALE — F LOTS �`� ��� 117-119
DATE BY MARK APPR. DATE AS NOTED BENCHMARK 1 — 2 — M1 ELEV. = 1052-514
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 (;E L. TON SEE DESCRIPTION ABOVE FOR W.0.
the City DESIGNED BY DRAWN BY CFIE ED BY DATE RC-E- py
_ o- 14594 EV. DATE _ DATE 3-31-93
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RECOMMENDED FOR SEAL SEAL APP OVED DATE =1 _ TRACT N0. 23267 - FINAL SHEE1 NO.
APPROVAL CROSBY errs •
Elgin Planners Surveyors CITY OF TEMECULA
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OLD. P NCI ENGINEER, a ry OF u
WMAD 5e5o m c.>� ita, Sit* 200 02
R.C.E N0. 42 3 EXP. DATE 3--31-98 BBNTON carbs1ad, caMo� 9MO PRECISE GRADING PLANS
a AMOOLTM (619) 4W - MO 4 SHT
DATE Pf" �1R �ON O' DAA VERANDA - PHASE a or
The private engineer signing these plans is responsibly for assuring the accuracy FILE NO
and acceptability of the design hereon. In the event of discrepancies arising alter er DATE BY MARK DATE CHECKED BY SCALE LOM ����Q��+ �� ���
city approval or during construction, the private engineshill be responsible APPR. - AS NOTED BENCHMARK T - 1 - 81 ELEV. = 1052.514
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for determining on acceptable solution and revising the plans for approval by ENGINEER REVISIONS CITY GE L BEITON FOR W.O.
the city. DESIGNED BY DRAWN BY C ECKED BY DATE
R.C. . NO. 14394 ,�� DATE- 03-31-93 SEE DESCRIPTION ON SHEET NO. t
J.N- 225-089 OV5PP.DWG
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RECOMMENDED FOR SEAL SEAL AP OVED Y DATE
APPROVAL CROSBY Engineers • Planners • Surveyors TRACT N0. 23267 — FINAL SHEET No.
sPAGNao.IQ�Na ENGINEER. BRAD 5650 m Camino Ri 1, Butte 200 CITY OF TEMECUt�► 3
R.C.E. 1+0 43 EXP. DATE 31-96
BRrTToN ���� California W008 TM (6i9) 4W - izio PRECISE GRADING PLANS
a of 4 sNTs.
DATE � 7W MON M DATE-k-1-AL3 VERANDA — PHASE 9
rho private engineer signing the" plans is responsible /or assuring the accuracy LOTS �o—�� FILE N0.
and acceptability of the design hereon. In the event of discreponcies arising otter DATE BY MARK APPR. DATE CHECKED BY SCALE AS NOTED BENCHMARK T — 2 — 81 ECFV. = 1052.514
city approval or during construction, the private enginew shaft be responsible
for drtern7ining an acceptable solution and revising the plana for approvat by ENGINEER REVISIONS CITY DATE E L. TON F
TE SEE DESCRIPTION ON SHEET NO. 1 FOR W_0,
the city. DESIGNED BY DRAWN BY CHECKED BY R.Q, No- 14'594 DAZE 31-97 03-31-93
J-N. 225-069 Ov5PP.DWG
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RECOMMENDED FOR SEAL SEAL AP OVED DATESA �
APPROVAL CROSBY Engineers Planners - Surveyors TRACT N0. 23E — FINAL SHEET NO.
cNao; INCIF NaNEER� WlA G7
BSD W50 E Camino Reay Suite 200 CITY OF TEM ECU LA 4
R•GE No.___ 3 M. IDAW 3-31-os PRECISE�>�>�s, X08 PRECISE GRADING PLANS
��OCLrss (619) � - 1210 of 4 �
DATE Pr�IEPARED ANDER THE oN OF LATE 4-Z�1 3 . .._ .. . ._ _ . : . VERANDA — PHASE 10
The private engineer signing those plans is responsible for assuring the accuracy �� � _� FILE N0.
and acceptability of the design hereon. In the event of discrepancies arising otter DATE BY MARK APPR. DATE CHECKED BY SCALE AS NOTED BENCHMARK 1 — 2 — 81 ELEV. = 10`52.514
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 DATE a +� L. BE [DATE SEE DESCRIPTION ON SHEET NO. 1 FOR W.O.
the city. DESIGNED BY DRAWN BY CHECKED BY03-31-93
R.GE. NO. 14594 O(P. Alf 31-s'!
J.N. 225-089 OV5PI