HomeMy WebLinkAboutLot 52-76 - PreciseGrading LEGEND PROJECT SITE
HIGH POINT
PAD ELEV. -0.3' IN.
TOP OF CURB 0000. 00 B
T. C.
FLOW LINE F.L. Cq�lFO'gN/q ROAD c
\1 B \1
+ i Q
HIGH POINT H. P.
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IS' TYP. 15' TYP. < 7D
FINISHED FLOOR FF 0000. 0 ,
A A (EXCEPT �+ C (EXCEPT D D
MIRE l� WFIE y v
FINISHED SURFACE F. S. NOTED) NOTED( NOE
4
LINEAR FEET L.F. ��'�j► VIA RAMI RO
i 1 i i Ln PAUBA
PALOMA DEL S,� O L
TOP OF GRATE T. G. x z - o a W
- 3 2 - 2PRECI E GRA IN PLAN cn g Mccob
GARAGE FLOOR GF 0000. 0 '� Sp41 1 1AG0 P
� ROAD < -
PAD ELEVATION PE 0000. 0
INVERT INV. 0000. 0 t ioz�+x. t Boz wu• t g
AIR RELEASE VALVE /F�kq
WATER METER ❑ �fp� 0 Pico
MAIL BOX ®
TYPICAL SIDE V ARD DRAINAGE l°`4
COAD
FIRE HYDRANT `O' HWY. 79
ELECTRIC POWER P 12" MIN. P/L 8 ' MIN. DG. PAD 12" MIN. ABOVE PAD ELEV. TO SAN DIEGO
TELEPHONE T ABOVE PAD 5 ' MIN. 3 ' MIN. ELEV. It
"
I pMARI�A VICINITY MAP
G COMPACTED MIN. ROUND OFF TOP
GAS
BERM Q �� wAy
SEWER S5 ' x NOT TO SCALE
,�j 78 9 IO II 12 13 14 Q 15 16 17 .
WATER W .;
DRIVEWAY2: 1 MAX. 4% MIN. 5 6 CALLE > 18 19 20
2% MIN. 21% MAX. L 4 21
STREET LIGHT
� SECTION A - A SECTION B B y 2 3 1 15 1 1 I 1 1 1 1 Fsp/ 22 23 `% GRADING NOTES
ELECTRIC TRANSFORMER PAD ® FOR SIDE YARD SLOPES GREATER FOR SIDE YARD SLOPES GREATER .p I 8S 116, 110 10 0 NOI14 24 -- - -- -- - - - - ---
THAN 5 ' IN VERTICAL HEIGHT THAN 5 ' IN VERTICAL HEIGHT 9� 107106 25
ELECTRIC HAND HOLE H.H. ® ♦ 66 105 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE , CHAPTER 70,
64 67 104 / 26 AS AMENDED BY ORDINANCE 457.
ELECTRIC PULL BOX P.B. ® 63 � 68 91 92 93 94 103102 27 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1 %.
ELECTRIC SERVICE TO BUILDING �' t 62 1r^ 69 90 95 . 96 97 98 28
3. MAXIMUM CUT OR FILL SLOPES = 2: I .
5 ' MIN. P/L 5 ' MIN. " 5 ' MIN. P/L 6I COR T 99 4. PROVIDE 5 ' WIDE BY If HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
ELECTRIC SUBSURFACE STRUCTURE E�� 6" MIN. 3 ' MIN. I ' I ' 3 ' MIN. 6 MIN. 3 ' MIN. 2 ' 60 70 89 E q� 100 29 FILL SLOPES OVER 5 ' HIGH.
6" MIN. 86
WATER SERVICE W MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. TI 88 101 30
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
59 T2 8T 85 84 83 q 31 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
SEWER SERVICE --�5 58 82 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
I1 T3 81 32 OVER If DEEP.
SLOPE I -�►- -..- -.:- 57 T4 33 i
12" MIN. I iN. 80 SGA 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
EXTRA DEPTH FOOTING 4% 4% MIN. 56 TS 34 IN. 4% MAX. 24 MAX. T6 T9 PSP ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
4% MIN 2: 1 MAX. 6" TYP. 21 % MAX. SECTION D D 5554 AFM 78 SP\' 36 35 GRADING
ISSUANCEIOFATHERBUIILDINGWITH
PERMIT. CERTOIFICATIONGRADING
SHALLLAN BE TOPRIOR�0
WHEEL CCHAIR RAMP 21% MAX ./AVTT F 37 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
1
SECTION C C 53 52 39 38 T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG
RETAINING WALL (- 40 TOP OF CUT SLOPES.
50 41 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
49 42 ONE FOOT.
CONSTRUCTION NOTE QX O� 43
G 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
AREA DRAIN SYSTEM CATCH BASIN 44 THE PRELIMINARY SOILS INVESTIGATION BY:
45 CONVERSE CONSULTANTS DATED: 12/21/88
FENCE x ♦� 46 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-
INDICATES COLOR O MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
LOT NUMBER a
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
DEPARTMENT, TELEPHONE (T141) 694-6400 AT LEAST 24 HOURS IN ADVANCE
INDICATES MODEL REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC-
INDEX MAP EACH LOT.TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
UNIT TYPE 4
B
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 ' IN VERTICAL HEIGHT AND FILL
INDICATES ELEVATION SCALE : 1 " = 150 ' SLOPES EQUAL TO OR GREATER THAN 3 ' IN VERTICAL HEIGHT SHALL BE
PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO
INDICATES AMOUNT OF OX THE APPROVAL OF FINAL INSPECTION.
EXTRA DEPTH FOOTING 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
THIS LOT REQUIRES A BACKWATER VALVE
PER SECT. 409 OF U.P. C. PER APPROVED - 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
WATER AND SEWER PLANS.
LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET.
14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING c�
PAD ELEVATION. 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 ACTUAL ul)
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
SHEET INDEX CONSTRUCTION NOTES & QUANTITY ESTIMATE 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE p
2. LOTS G3 - GG N0. ITEM QUANTITY UNIT PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER -+
15 ' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN-
3. LOTS n - G2 1. LOT GRADING (25 LCrTS x 15 CY/LOT) 315 C-y. TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS Z
SHALL BE PLANTED AT 10 ' ON CENTERS, TREES, 20 ' ON CENTER, COMBINA- Q
BENCH MARK 3. LOTS G7 - 7G TIONS, 15 ' ON CENTERS. SLOPES OVER 4 ' IN VERTICAL HEIGHT SHALL HAVE
PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER CL
COUNTY OF RIVERSIDE B.M. NO. T-29-81 U.P.C. CHAPTER 10.R. Z
I I/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION Of FRONT ST. 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. Q
TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.W. Cr
CORNER OF THE INTERSECTION If E. OF A 7' CHAINIINK FENCE. 21 ' It 16'
17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE 0
AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO,i) 94' N. OF THE CENTERLINE THE APPLICANT AND H I S ENGINEER FROM THE RESPONSIBILITY FOR THE COR- w
OF RANCHO CAL IfORNIA ROAD. f IBERGLASS WITNESS POST SET I ' W. Of MONUMENT. REQUEST,
OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON L0
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED U
ADJ. DATE: 9-13-82 ELEV. 1128.410 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. Li
or
L(9Z RBF R-EVISEtb PLOTTING Ohl LOTS APPROVED BY: a-
BASIS OF BEARINGS OWNER /DEVELOPERqq
/ ,` �No ,3 CITY OF TEMECULA SHE E
MESA HOMES Robert Rein, iii t Liam Frost & Associates A. °►� e192 rze� s�v)s�,Z �-�TT►fJGs o►.,1 �o'rs ,�, o M
THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE �, Ty E'), V 9 14 _
CENTERLINE OF BUTTERF IELD STAGE ROAD AS SHOWN ON PARCEL 28765 SINGLE OAK DR. SUITE 100 PROFESSIONAL ENGINEERS, PLANNERS IL SURVEYORS 7
TEMECULA, CALIFORNIA 92390 zs�es arc owc oR�vc, suin zao. T�CtLA, cxlFou�lA oi�ao TRACT NO . 24133-4 N
MAP N0. 23432 FILED IN BOOK 159, PAGES 38 THROUGH 61 OF � _ � � DOUGLAS M. STEMART R.C.E. 37254
PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF (7141 0701 FAX is 4, 67°-n40 X090 DEPUTY C I TY ENGINEER EXP. 6/30/92
RIVERSIDE COUNTY, CALIFORNIA BEING N 04. 25 '05" W REvI D BY- sr E)C3-31-92 \� CITY OF TEMECULA PRECISE GRADING PLANS OF 3 z
1 V 1\-
DATE: Q ��` Ca-�F DATE BY DESCRIPTION APP 'D DATE U
MICHAEL TYLMAN R.C.E. 43090 LOTS 52 - 76 <
R E V I S 1 0 N S DATE: 1 ��
F-
J . N. 400249
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APPROVED BY: CITYSHEE 1
Robert Bein, Wilrliam Frost & Associates � �0 '- OF TEMECULA
A.
PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS Z
?STSs SINME COX DRIVE. SUIT[ 250, TIMCMA, MIFOMIA 112M9 -v L DOUGLAS M. STEwART R.C.E. 37254 TRACT N0 . 24133- 4
(7141 Gro-W42 FAX ITI4) e7e-T24D No.
4309.3-31
3090 DEPUTY CITY ENGINEER EXP. 6/30/92
EXP.3-3 I-92 CITY OF TEWCULA PRECISE GRADING PLANS OF 3
REV BYt
CIV11-- �P
DATES Int ��` �E DATE BY DESCRIPTION APP 'D
CA1- DATE
MICHA L A. YLMAN R.C.E. 43d90 LOTS 63 - 66
R E V I S I O N S DATE
J . N. 400249
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L192 F1$F REVISED PLOTTING 0?J LOTS 5Z, APPROVED BY:55,
Robert Bein, litilltiam Frost & Associates
58, 11 � �� OF
SHEE T
CITY TEMECULA
192 RBF RE6 - PLOTTING ON LOTS O
`. A. 5a, `2 G7. r+wA Q
PROFESSIONAL ENGINEERS, PLANNERS 8 SURVEYORS � 3
Ma5 s imm oAK wII vE. sum :3o, TEI[CULA. m)raml!A 92390 � ��
DOUGLAS M. STEM►ART R.C.E. 37254 TRACT N O . 24133-4
IT111 FAX IT14) ITS-r2410 No
43090 DEPUTY CITY ENGINEER EXP. 6/30/92
REV IEXP.3-31-92 C I TY OF TEWCULA PRECISE GRADING PLANS of 3
IL
4jJJJJ 11111� 'IloilIkA DATE: or CA\-t1 DATE BY DESCRIPTION APP 'D DATE
MIC AEL A. YLMAN R.C.E. 43 o LOTS 52-62 & 67-76
R E V I S I O N S DATE
J . N. 400249
i i