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PRECISE GRADING PLAN
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STATE OF CALIFORNIA
WATER SERVICE W MO
9
SEWER SERVICE S
TYPICAL SIDE YARD DRAINAGEPROJECT SITE
AIR RELEASE VALVE C1 DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
FIRE HYDRANT XY CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. R�a�
DRIVEWAY SEE ST. IMP.PLANS FOR HVY, 79
IP. WITHIN R W
STREET LIGHT 10 R/W INSTALL 4" ROUND TO SAN DIEGO
6 4
SLOPE SIDEWALK GRATE VICINITY MAP
3' PVC •
INVERT OF PIPE 2" 4" P.V.C. N❑T TO SCALE
EXTRA DEPTH F❑❑TING ABOVE GUTTER FLOW •
•
RETAINING WALL 11=1M LINE GRADING NOTES
s + ,
INDICATES AMOUNT OF XX LF -.-=-- ---�� . • • ' '
•
EXTRA DEPTH F❑❑TING .4 DF �1;'-- , 1% 4"x4"x4" P.V.C. TEE • • • ' 1. ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE,
• • • CHAPTER 33, AS AMENDED BY ORDINANCE 93-04,
CURB le GUTTER P.V.C. (SCH. 40)GUTTER +
• •
ACCESS RAMP Im . ' ' • ' � , • , +, * 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1"/.,
(OR ALT. 3" A.B.S. SDR.-35) + * • • • DRAINAGE SWALES SHALL BE A MINIMUM OF 0,2' DEEP AND SHALL BE
LOT NUMBER X CURB OUTLET ` , ` • , • , CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES.
CONNECTION DETAIL • • ' • • ' • 3, MAXIMUM CUT OR FILL SLOPES = 2;1,
INDICATES MODEL • • . • • • ` 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP ❑F ALL
4 m PER CITY OF TEMECULA STD, DWG. NO. 303 • , • • . • • + FILL SLOPES OVER 5' HIGH.
UNIT TYPE B 10' OR 12' (ENCROACHMENT PERMIT REQUIRED) ' • • ' • • `
6' • + , • % • 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
do S❑ILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
INDICATES ELEVATION 48" 1 16" o * , • • • PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
WATER BLOW-OFF MIN.ITYP. w , _ . OVER 1' DEEP,
I 12' MIN, ABOVE PAD ELEV, ' •
THIS LOT REQUIRES A BACKWATER VALVE I " ' r ' 6, A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
MAIL OX
PER SECT. 409 OF U,P,C, PER APPROVED 12 MIN. CLR., , + ' ENGINEERING DEPARTMENT WRITTEN CERTIFICATI❑N OF COMPLETION OF ROUGH
WATER AND SEWER PLANS, ( SEE INDEX MAP > (TYP. ) (FACE OF CURB TO OF POST) , GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRI❑R TO
OR (6 BACK OF CURB TO q OF POST) ROUND OFF TOP • ISSUANCE OF THE BUILDING PERMIT, CERTIFICATION SHALL BE TO LINE,
P/L ' GRADE, ELEVATION AND LOCATI❑N OF CUT / FILL SL❑PES,
INDICATES NONSTANDARD GARAGE 51
P.C.C. 7, PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
FLOOR ELEVATI❑N - SEE PLANSCURB & MIN, TOP OF CUT SLOPES,
SIDEWALK GUTTER
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
MAILBOX LOCATION ONE FOOT.
5' MIN. P/L 5' MIN. DETAIL NO . 1 SECTION A — A 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
6 MIN, 6 MIN. THE PRELIMINARY S❑ILS INVESTIGATION AND LETTER OF UPDATE BY;
3' MIN, 1' 1' 3' MIN. N.T.S. FOR REAR YARD SLOPES GREATER CONVERSE CONSULTING PROJECT NO. 96-81-420-01 DATED APRIL 26, 1996.
MUDSILL MIN, MIN. MUDSILL THAN 5' IN VERTICAL HEIGHT INDEX MAP TWO SETS OF THE FINAL COMPACTI❑N REPORT SHALL BE SUBMITTED TO THE
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATI❑N DESIGN RECOM-
•• �� _ • ••••• SCALE; 1' = 200' MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM-
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY S❑ILS REP❑RT,
12' MIN, 10, THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING
low 12 MIN. , 40 DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
40 LOTS INCLUDED REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTI❑N, THIS INSPEC-
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTI❑N FOR
21% MAX, MIN. 21% MAX,
EACH LOT,
SECTION B — B 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE
P/L PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
5' MIN, EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE
3' MIN. 1' SECTI❑N 17,06 PRI❑R TO THE APPROVAL OF FINAL INSPECTION,
MUDSILL MIN,
6' MIN, `t 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS,
CONSTRUCTION N0TES & QUANTITY ESTIMATE 13, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERI❑R WALLS AT NOT E
•• ;a• LESS THAN 1/4' PER F❑OT FOR A MINIMUM ❑F 3 FEET, CR
NO, ITEM QUANTITY UNIT LO
12' MIN.- d= T LOT GRADING (3 LOTS x 15 C,Y./LDT) 45 C.Y. 14, A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING dd
2;1 MAX, PAD ELEVATI❑NS, WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- o
TI❑N (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVA-
2'/. MIN. 6" MIN. TI❑N WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL
21% MAX, DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN, o
SECTION C C15, EROSION CONTROL; ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
TYPICAL OVERALL FOOTPRINT DIMENSIONS PLANT AT 12 ON CENTERS OR OTHER APPROVED GROUND COVER, SLOPES OVER
15' IN VERTICAL HEIGHT, IN ADDITI❑N TO GROUND COVER, SHALL BE PLAN- o
SCALE= NTS TED WITH APPROVED TREES, SHRUBS, OR C❑MBINATI❑N THEREOF. SHRUBS �u
SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA-
TIONS, 15' ON CENTERS, SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE
Under round Service Alert BENCH MARK PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
U,B,C, CHAPTER 10,R, o
Abbert &in, rillzam Frost & Associates COUNTY OF RIVERSIDE B.M. NO. T-29-81 0
o PROFESSIONAL ENGIPEERS, PI-At�I�IERS k SURVEYORS 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
i
2 112' BRASS DISC IN CONC, CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST, OWNER/DEVELOPER TO COMMENCEMENT ❑F ANY CONS T R U C T ION/GRADING,
27555 YtEZ RX, STE. 400'TE]EUII CII' 91591 AND RANCHO CALIFORNIA ROAD, 1,8 MILES NL ON RANCHO CALIFORNIA ROAD w
CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 MONTEREY WOODSIDE, INC. 17, APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE a
1-800-422•-4133 TO THEINTERSECTION [� RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.V. NS DISCOVERED DURING CONSTRUCTION, UPON A CALIFORNIA CORPORATION THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CR-
OF
CORI�R OF THE INTERSECTION 1' E. A T CHAINLINK FENCE, 21' x 16' RECTION OF ERRORS OR ❑MISSI❑ z
AROUND SO, CALIF, GAS VALVES, 40' N. OF P.P. (NO,N) 94' N. OF THE CENTERLINE 23121 ANTONIO PARKWAY REQUEST, THE APPROPRIATE PLAN REVISI❑NS SHALL BE PROMPTLY SUBMITTED a
SUITE 120 T❑ THE CITY ENGINEER FOR REVIEW AND APPROVAL,
OF RANG] CALIFORNIA ROAD, FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT, RANCHO SANTA MARGARITA,
TWO WORKING DAYS BEFORE YOU DIG ADJ, DATE: 9-13-R ELEV. 1128,410 CA. 92688 L D 9 9--2 5 8 G R o
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY
SCALE ov[ssioDrawing No. M
CW CW MT RECOMMENDED BY: DATE: Z CITY 0 F T E M E C U L A DEPARTMENT OF PUBLIC WORKS o
Contractor HORIZONTAL y� �c�� ���� � I ans Pr par d Under The Supervision Of
`~ s ACCEPTED BY: DATE: s a� TRACT NO . 24182-3
Q
SEE ABOVE AS SHOWN ^�
No.' 430W0 � �d DEPUTY D I R. OF PUBLIC WORKS, FOR CITY NG I NEER ,.A• ':, A r a
Inspector Exp. 3-31-w Date: RONALD J. PARKS PRECISE GRADING PLAN
VERTICAL `1t' I 1 ��! M1 AEL A. T N a, ...,. ...:,A.>:...: LOTS 1 --4
Date Completed
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p F F� R.C.E. No. 43 Expires 3-31-00 R.C.E. No. 19744 ----Expires 9-30-01
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Underground Service Alert BENCH MARK
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in
c� Robed Bein, Fill i am Frost do Associates COUNTY OF RIVERSIDE BA NO, T-29-81
PROFESSIONAL ENIGINEERS, PLANNERS k SURVEYORS 2 112' BRASS DISC IN CONC, CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST,
27555 YI�EZ ROAD, STE, 400•TEIEUA CA. 92591 OWNER/DEVELOPER 0
CALL TOLL FREE (909) 676-8042 FAX (909) 676-7240 AND RANCHO CALIFORNIA ROAD, 1.8 MILES N,E, ON RANCHO CALIFORNIA ROAD Uj
TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD �
,IN THE N,W. MONTEREY WOODS I DE, INC.
800-422-4133 CORNER OF THE INTERSECTION 1' E. OF A 7' CHAINLIW FENCE 21' x 16' A CALIFORNIA CORPORATION
AROUND SO. CALIF, GAS VALVES, 40' N. OF P.P. (NOJ) 94' N. IF THE CENTERLINE 23121 ANTONIO PARKWAY
SUITE 120
OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET 1' W. IE MONUMENT, RANCHO SANTA MARGARITA,
Two WORKING DAYS BEFORE YOU DIG ADJ, DATE: 9-13-82 ELEV. 1128.410 CA. 92688 LD99-258GR
o
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Q�OI�SS1,4* DESIGNED BY DRAWN BY CHECKED BY Drawing No. .1�
t
�p CW CW MT RECOMMENDED BY: DATE: x D4 CITY OF T DEPARTMENT OF PURL I C WORKS o
A.
Contractor HORIZONTAL ,`� ����� l��`•' �� PI ns epi a Under The Supervision Of LID
SEE ABOVE AS SHOWN W No. 43090 ACCEPTED BY: DATE: /b �� TRACT N 0 . 24182-3
Inspector Exp. 3-31-00 Date: '7j DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER r.,.� PRECISE GRADING PLAN o
M I CHA L A. MAN RONALD J. PARKS 7 , ,.. A.,,:A.,,A_ �
VERTICAL Jt �1 1� �� 0
Date Completed 'lF n-
or kv1F' R.C.E. No. 43 90 Expires 3-31-00 R.C.E. No. 19744 Ex i r es 9-30-01 q, , �� - �
N/A C p f�f LOTS 1 `�' 0
SHEET 2 OF 2 �