HomeMy WebLinkAboutLot 6-76 Precise Grading LEGEND S T R I N G A N �r
LOT NUMBER 0 AF'
r
arL
GARAGE FLOOR GF=1160-00 TRACT NO . 2 -3125 3
FINISHED FLOOR ' 0FF=1160.50 PRECISEGRADING PLAN
a
PE=1160.00 , PROJECT
PAD ELEVATION A
INDICATES REVERSE MODEL
�' dF
e+ GA
UNIT TYPE LOTS �1R 6 THRU 7 6 � `� R p++c�O o t Q
� � '►o
A c Q A po
INDICATES ELEVATION g
LOT LINE HIGH POINT
CURB 9 GUTTER LOT LINE - /1170' OR '
SLOPES 1 x B -
6' SET BACK 1 16' 48'CMIN.> I �
SWALE -� (TYPJ
15'TYP, 15'TYP.
SPOT ELEVATION 1160.00 1 XC T (EXCEPT MAILBOX VICINITY MAP
TC WHERE WHERE
HIGH POINT H.P. A A NOTED! C C NOTEM D D 38 NO SCALE
37 36 33 34 �
Q 39
DRIVEWAYLT 2t U .0 32 /l >.�
Z X at 27 2 29 30 31
FIRE HYDRANT x F4FL Z C' x� o ♦2
Y •Q� sGF\ N _Li .3 28 LOT 79
U 1s
STREET LIGHT wMINN. MIN. MIN. MI . W N 17
WATER SERVICE W Z .s 2� 20 rs 23 22 21 15 GRADING NOTES
SEWER SERVICE S o ,o )4rie
rl!D 2nj AX o � � �e 14 1- ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
-' _2L Q x %0% � . .- :!, ' 3 AS AMENDED BY ORDINANCE 457.
HANDICAP RAMPS P.C.C.PCCSIDEWALK ti b / so A 9 10 11 12 � \
D.F, CURB d °s �s sr 7 LOT 76 2. M I N I MUi� BUILDING PAD AND DRAINAGE SHALE SLOPE SHALL BE 1%.
DEEPENED FOOTING CUR GUTTER °� 6, B 34 3 6 3. MAXIMUM CUT OR FILL SLOPES - 2 : 1.
GR01IN'DELEy_ l/�Go.o e , 32 3
UIT In
THESE LOTS REOUIRE BACKWATER VALVES • Lm 4. PROVIDE 5' WIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
PER SECT. 409 OF U-P.C. PER APPROVED Alf 73 76 3 FILL SLOPES OVER 5' HIGH.
0ATER a SEWER PLANS. I
39,41,2,43,44,45,4649,50,54,55,56,57,67,69, TYPIC-AL SIDE YARD DRAINAGEMAIL BOX LOCATION DETAIL 2 r �_'__
S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
70,71,72,73,1 NO SCALE (CLUSTER OF 4 ON 1 POST) N.T.S. SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
OVER 1' DEEP.
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
P/L ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
12" MIN. ABOVE PAD ELEV.
S' BLDG. PAD ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TD'L I NE,
MIN. INDEX MAP-P
ELEV. GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
VARIES 3' MIN. P/L
2'MIN. 5 SCALE: 1" = 200' 7. PROVIDE BROW DITCH TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF
go 6" MIN. CUT SLOPES.
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
2' 3' ONE FOOT.
2 I MAX. 3 • OPT/ON�4L QECA3 � 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
12" MIN-• PAD ELEV. SO'� (O• THE PRELIMINARY SOILS INVESTIGATION BY:
2/. MIN.
21'/. MAX- \ �- 0150,00'
2���• � r , b� 50.00'
a1 SOUTHERN CALIFORNIA SOIL AND TESTING INC. , DATED JUNE 22, 1994.
FF XXXX.XX LZ_ TWO SETS OF FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
p �� ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
S E C TI 0 N A - A SECTION B - B PE XXXX.XX .� MENDATIONS AND CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFOR-
MANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
FOR SIDE YARD SLOPES GREATER FOR REAR YARD SLOPES GREA R � XXXX.XX FF XXXX.XX
THAN 5' IN VERTICAL HEIGHT THAN 5' IN VERTICAL HEIGHT 3S FF XXXX.XX PE XXXX.XX PE XXXX.XX 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
N.T.S. N.T.S- c 1 PE XXXX.XX X X v DEPARTMENT, TELEPHONE ( 909) 6946411 AT LEAST 24 HOURS IN ADVANCE
XXX X /\
7:#'--A
XXX REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
XXX � TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
Z EACH LOT.
P/L P/ XXX XXX XXX ,
5' MIN. 5' MIN. BLDG. PAD 5' MIN. .r ( 11. CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL
6 3' MIN. I .MIN. I' MIN. 3' MIN. 6" MIN. ELEV. 3' MIN. I' MIN. j SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM ERO-
SION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO THE
MUDSILL MUDSILL MUDSILL6" MIN GF XXXX.XX F XXXX-XX 4o APPROVAL OF FINAL INSPECTION.
GF XXXX.XX �j o GF XXXX.XX C+I"M Tb cphl"i
U 1111h 2 r, C 14 0• ,off 3 PVC ,,'447 .r 11.#AtM,TM 12, DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
p. N � ' '�, Le SWA Lcr 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
12" MIN. 12" MIN- 12" MIN. [ � \ LESS THAN 1/4- PER FOOT FOR A MINIMUM OF 3' FEET.
MI
2 I MAX. 6" TYP. 2y. MIN. 2 I MAX, v" �� a !�" l �v � `����
2% MIN. 2% N. 21% MIN. �cr \ i j 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
21% MAX. 21% MAX. \ �+v IKo�pcl.S PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE ELEVA-
TION ( WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA-
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE
TYPICAL OVERALL F DIMENSIONS ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
SECTION C C SECTION D D F.F. ELEV. = PAD ELEV. .0-5'; G.F. ELEV. = PAD ELEV. 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
N.T.S. N.T.S. N.T.S. PLANT AT 12 CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER
15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS
NO I TEM CAU et1,IT1 uN+'r SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMB I NA-
B E N C H MARK -- TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
Lor 6(*v N/, (-To EctS X IS C`(t (,Ct') 1 050 cy PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
RIVERSIDE COUNTY DESIGNATION: T-4-81 STAMPED ON - -- - -- - -- - - U. P. C. CHAPTER 1O. R.
2 8 1/2" BRASS DISK IN CONCRETE CYLINDER.
- - - -- - - - - -' 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
ELEVATION: 1120-588 DATE: 9-13-82 TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
5.0 MILES SOUTHEAST ON HWY. 79 FROM THE INT- 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE N
Underground Service Alert SECTION OF MAIN AND FRONT STREETS IN TEMECULA, -- - - -- E THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- V�
41' NORTH OF HWY. 79, 4' WEST OF P.P. 1623426E RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
burket t ON EDGE OF CULTIVATED FIELD. SET FIBERGLASS REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
WITNESS POST r N. of MONUMENT. TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
- GALL TOLL FREE & W o n "� �-
f= OWNER/DEVELOPER
�9
1-800-422-4133 engineers & surveyors
1,111 9 KAUFMAN 9 BROAD OF SAN DIEGO, INC.
3434 fourth ave. san diego ca. 12626 HIGH BLUFF DRIVE, SUITE 400
92103-5704 ' (619) 299-5550 SAN DIEGO, CALIFORNIA 92130 Q
TWO WORKING DAYS BEFORE YOU DIG TEL. 1619) 259-6000 FAX (619) 259-5108
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MAR SCALE fEWO, DESIGNED BY DRAWN BY CHECKED BY DRAWING NO.
6 8 DPT/OVAL DESK OA/ 7 ��i L. T.L.W. M.K. T.L.W. RECOMMENDED BY(T=
DATE: 4 4 �7 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor PLANS 2 3 '� CALL Ol1T Horizonial PLA S PREPARED UNDER THE SUPERVISION OF
PL,4N N[II`'JBERS P>- ACCEPTED BY. DATE: 4
/ PRECISE GRADING PLANS:
SEE ABOVE AS SHOWN �}gt-0p
E E 91 TRACT N ❑ , 23125 - 3
Inspector a * DATE Z PRINCIPAL ENGINEER, FOR CITY ENGINEER
Vertical �� TAT L. WAI RAN,l4D „T. PARKS
Date Completed AS SHOWN ctl� RCE NO. 26433 EXPIRES 3/31/00 R.C.E. No. If 7 Expires 1/;0197 LOTS 6 THR U 76 SHEET 1 OF 6
A
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qACk aYVALA&S L. ► T.L.W. MX T.L.W. RECOMMENDED BY: DATE: 4-� CITY OF T E M E C U LA DEPARTMENT OF PUBLIC WORKS
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4L DATE TO L. WAI R10MA" jr P,4RXS TRACT N ❑ , 23125 - 3
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CONSTRUCTION RECORD DATE BY REVISIONS ACC'D �AFO DESIGNED BY DRAWN BY CHECKED BY DRAWING NO.
SCALE �O L �► T.L.W. M.K. T.L.W. RECOMMENDED BY: DATE: '� CITY OF T E M E C U LA DEPARTMENT OF PUBLIC WORKS
6 4 BIN DD O /ONAL f� S 71
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W �' _ I: ACCEPTED BY: �`^"�--- DATE: PRECISE GRADING PLANS
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Inspector {� DATE PRINCIPAL ENGINEER. FOR CITY ENGINEER
Vertical TAT WAI TRACT N ❑ , P- 3125 - 3
Date Completed AS SHOWN lF �' RCE NO. 26433 EXPIRES 3/31/00 R.C.E. No. /f 7 *4 Expires � � 1 7 LOTS 55 THRU 73 SHEET 3 OF 6
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