HomeMy WebLinkAboutLot 28-32 Precise Grading t
GRADING NOTES ! MODELS SITE PLAN & PRECISE GRADING PLAN
1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILID INC CODE,
CHAPTER 70, AS AMENDED BY ORDINANCE 457. iTRACT 23267 1
N09
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE BE IX. 1111111/ 1 L
DRAINAGE SHALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE
CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL PRODUCT 4
SLOPES.
3. MAX IMUMACUT AND FILL SLOPE = 2: 1 . CITY OF TEMECULA •
4. PROVIDE 5' NIDE BY 1 ' HIGH BERM OR EQUIVALENT AL THE TOP
OF ALL FILL SLOPES OVER 5' HIGH. l LEGEND
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN
PRAY PLACED AND WHO SHALL SUBMIT A F I NAL COMPACTION REPORT T.B. TOP OF BERM
FOR ALL FILLS OVER 1 ' DEEP.
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE C TY OF
37 F.G. FINISH GRADE
TEMECULA'S ENG I NEER I NG DEPARTMENT NIR I TTEN CERT I F I TION OFTFAPPROVED F.S. FINISH SURFACE
COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH 38
GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. 3CR MODEL DESIGNATOR
CERTIFICATION SHALL BE TO LINE, GRADE. ELEVATION AND LOCATION
OF CUT/FILL SLOPES.
7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100-YEAR 0* STORM N 3639 FINISH PAD ELEVATION
FLOWS. ALONG THE TOP OF CUT SLOPES. 9999.9
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL ILLS GREATER 1 46 A 35
THAN ONE FOOT. A F.F. FINISH FLOOR ELEVATION
I
9. ALL GRAD I NIG SHALL BE DONE IN CONFORMANCE WITH RECOMi�ENDAT I OMS 2 40 34 G.F. GARAGE FLOOR ELEVATION
OF THE SOILS REPORTS BY GEOSOILS, INC. , DATED JUNIE 4. 1990, AND
AND MAY 14, 1990. TWO SETS OF THE FINAL COMPACTION REPORT SHALL 56 47 42 41 aft DIRECTION OF DRAINAGE
BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH 45 43 33
INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CER IFICATION 3
THAT C4WIND HAS BEEN DONE IN CONFORMANCE WITH THE 55
RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMIENT AT
4 54 48 44
LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND
DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR 53 51Sp 49
TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 52 32
PHONE: (714) 694-6400 22
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTIC HEIGHT AND
� 31
FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICk HEIGHT 21 23
SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE 30
SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE �ITH 20 24
ORDINANCE NO. 457 PRIOR TO THE APPROVAL OF FINAL (INSPECTION.
I
12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED 5 13
METHODS. 6 25 29
13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERI WALLS AT 8 14 19
EARTHWORK-
NOT LESS THAN 1/40 PER FOOT FOR A MINIMUM OF 3 FEST 9
12 CUT 30 CY
14. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED .IN THE FIELD
PRIOR TO OF ANY CONSTRUCTION/GRADING. 10 28 FILL 100 CY
15. PURSUANT TO THE C i TY OF TEMECULA ORDINANCE NO. 90i-12. THE 11 18 26 7 Ej 2
DEVELOPER SHALL INSTALL ALL REQU 1 RED CABLE TV FACT I L I T I ES. 17 EE SHS
S
16. APPROVAL OF THESC PLANS BY THE CITY OR ITS AGENTS DOES NOT 15 16
RELIEVE THE 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 ENGINEER FOR REVIEW
AND APPROVAL.
INDEX MAP
RANcHo CALIFORNIA ROAD SCALE: - 100 OWNER DEVELOPER LEGAL DESCRIPTION
A PORTION OF PARCEL 2 OF PARCEL MAP NO. 18993. RECORDED IN BOOK
PRESLEY OF SAN DIEGO
134, PACES 13 THROUGH 18 OF PARCEL MAPS, IN R I VERS I DE COUNTY.
CALIFORNIA.
15090 AVENUE OF SCIENCE
EROSION CONTROL NOTE SUITE 201 ENGINEER ' S NOTE
N SAN DIEGO, CA. 92128
619/451 -6300 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE T AT 12' RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER -, CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE Z PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. t",p BE LIMITED TO NORMAL WORKING FOURS, AND THAT LTE CONTRACTOR SHALL
SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTERS; SOILS ENGINEER DM3C, INDEMNIFY AND FOLD THE OWNER AND THE ENG i NEER HARMLESS FRO
COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT 'QO ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONFECTION WITH THE
SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
DEVICES PER U.P.C. , CHAPTER 10.r . ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
G E 0—SOILS, INC. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
5741 PALMER WAY STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A D I L I GENT SEARCH
OF AVAILABLE RECORDS. THE S�U1N ALL
C AR LSBAD, CA. 92008 PRECAUTIONARY MEASURES TO PRRO ECTCTOR TFE UT I IS L I TES SHOOWNIRED TOTAKE AND ANY OTHE
STATE H 79 619/438-3155 L I NES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONS 1 BLE FO
THE PROTECTION OF. AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
COR0084
�N y
SITE SOURCE OF TOPO : BENCHMARK DESCRIPTION
ELEVATION- 1052.514 DATE: 9-1'-82
WOorground SoMao Al*rt WOLF VALLEY R I VERS I DE COUNTY DES I GNAT I ON: T-2-81 STAMPED ON 2 k 1/2- BRASS DISI
P LOOP IN CONCRETE CYLINDER. 3.4 MILES SOUTHWESTERN ON HWY. 79 FROM -E
Cad TOLL FREE SAN LO AERIAL S U R VF i S THEINTERSECTION OF MAIN STREET AND FRONT STREET 1 N TEMECULA. AT
4875 VI E WR I D G E A Vc-N U E SOUTHWEST CORNER OF THE INTERSECTION ON HWY. 79 AND MARGARITA ROAD
VICINITY MAP SAN DIEGO, C A. &21 2 3—1 8 6 7 109' SOUTH OF THE STREET CENTER LINE OF HWY. 79 AT THE NORTHEAST
FENCE CORNER OF 6' CHAIN LIN( FENCE AROUND WELL SITE. 9' SOUTH AN
4Z2-41�� NO SCALE
1- 619/565-102A. 2' EAST OF NORTHEAST FENCE CORNER.
41
Two WORK NO DAYS 1131170FE YOU DKW
-- - - - _ SEAL � SE X04 ESS1QN APPRO ELll Y DATE
APPROVAL° FOR �a Q �R UR q� -- CRO13BY Engineers Planners Surveyors 1 RACT NO. 23267 — 1 "`
CITY OF TEMECULA
S MI. .�, DU 1 . CITY ENGINE , CITY of MEAD 5650 E1 Camino Real, Suite 200 1
W >n R.C.E. NO. 37254 EXP. DATE 6-3Q-92 BENTON Carlsbad, California 92008 TITLE SHEET
ft 30958DATE Exp 3--31-92 ARMED UNDER THE suPERvlsl oF: DATE 3o4q & ABSOCI.Tm9 (619) 438 - 1210 VA I LW 0 0 D MODELS PLAN 2
rho privets engineer signing the" plans is responsAhle for assuring theocf * FlE f10.
v and occeptobtTity of the design hereon. to the event of discrepondes arisineugrocy oftcr DATE Y MARK APPR. DATE UMCKED BY st t C I v 1 �,�� - scALE _ ' BENCHMARK T - 2 - 81 ELEV. = 1052.514 PRECISE GRADING PLAN
city 4WpromO or during construction, the private engineer shoN be rewonsiWo ./
for dwtermA4V an acceptable scluHon and rev sing the pions for approval by _ CITY DATE f OF CAl1�o� ALEXANDER W. URQUHART DATE FOR W.O.
the city. DESKWED BY DRAWN BY CHECKED BY R.GE. NO. EXP. DATE 1-9
i
ry0
Qc '
5 MIN.
68.00,
2.5� �^• v�v
55-66, -
0.3� MIN.
SECTION A-A
a
NO SCALE
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roe 7.9 2�''sti sus . � �_'�•� ��,v 6' �I � 9
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11.79, v, 138.66'
23
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2,5
CONSTRUCTION NOTE4
CONST. 211 A.C. OVER COMPACTED NATIVE.
2 CONST. 6"AC. BERM PER RIVERSIDE CO. STD. NO. 212. 26
3 CONST. 2'' P.V.C. SIDEWALK UNDER DRAIN.
00
l�A = 90.00`00" R=2.50' Lj,3.93`
aA = 113" 39`41' R= 2.50' L96
3 A =860 57' 14" R= 8.00' L= 1:14'�
�A = 25"08 13 R=42.00 L=1*.43
Underground Semite Alert S A = 110"36'51"R= 32.00' L=6M.TP'
6 A = 23"35'13' R= 42-00L =7.41
CaN. TOLL FREE
1-800 0 20 40 60 80
422-4133
TWO WORKMO DAYS BEFORE YOU DK3 SCALE: 1" = 20'
RECOMMENDED FOR SEAL aTy SEARpFESS%- APPROV BY I CROSBY E . SHEET No.
APPROVAL 0 Q R W U Nq� Engineers Planners Surveyors TRACT NO. 23267 — 1
MEAD 5650 El Camino Real, Suite 200 CITY OF TEMECULA
4 DOUGLAS M.STEWART DEPUTY CITY ENGINEER CITY OF 2
a Q A FtC�. PHO. 37254 �TEMECULA� DATE 6-30-92 B E NT O N Carlsbad, California 92008 PRODUCT 4
No. 30958 PREPARED BY DATE ql�„ & ALSSOCIAT119 (619) 438 — 1210 MODELS PLOT PLAN oF 2
The privets onphreer slyn/ny these plans /s responsible for aase,r/ng the accuracy DATE #
Exp 3-31-92 PRECISE- GRADING PLAN � NO.
and oeceptablllty of the dea/gn hweon. In the event of &P—sponcfes rf-%% oft DATE BY MARK APPR DATE CHECKED BY J' ��►� " ' T — 2 — 81 ELEV. = 1052.514
e/ty oWprovd er durA199 eonatructhm. the prtvete engineer shall be nmpon-- - l.� civ l �� 1 = 20 BENCHMARK
for detwmhIng an acceptable solution and revtslnp the plans for approves by REVISIONS CITY DATE if OF CA � ALEXANDER W U OU1iART DATE FOR W.O.
the city. DESIGNED BY DRAWN BY CHECKED BY
0 9 5 18 minEXP. DATE - 1'
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