HomeMy WebLinkAboutLot 1-8 Precise Grading IN THE CITY OF TEMECULA , CA . GRADING NOTES: 0
VI 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE
O CALIFORNIA BUILDING CODE, APPENDIX 33, AS AMENDED BY ORDINANCE
99-23.
PRECISE GRADING PLAN 2• MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% .
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND
CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL
TRACT MAP 2 91 3 3 SLOPES.
3. MAXIMUM CUT AND FILL SLOPES = 2:1.
4. PROVIDE 5' MADE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP
L O T s
� � OF ALL FILL SLOPES OVER 5' HIGH.
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT
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 ENGINEERING DEPT.
WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE
WITH THE APPROVED GRADING PLAN RPIOR TO ISSUANCE OF THE BUILDING
PERMIT. CERTIFICATION SHALL INDLUDE LINE, GRADE, ELEVATION AND
� LOCATION OF CUT/FILL SLOPES.
7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM FLOWS
VICINITY MAP � � ALONG THE TOP OF CUT SLOPES.
� 8. A FINAL COMPACTION REPORT MALL BE REQUIRED FOR ALL FILLS
NTS � _ GREATER THAN ONE FOOT.
Q54'-Om 7 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS
- � I OF THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES
DATED AUG. 23, 1986 . TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE
70 0-00 low 7 9_010
C� � SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION
N N
3-CAR 3-CAR W DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE
f-- � +- - � I� IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
�r 10. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS AT LEAST 24 4-CAR 4-CAR � � � HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS
�
EACH LOTH MUST BE PHONE (909)APPROVED
694�64PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
PLAN 1 PLAN � R � � � � ` 1R X211 11. CUT AND FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT
PLAN Z '10 PLAN ZR � � SHALL BE PLANTED HATH GRASS OR GROUND COVER TO PROTECT THE SLOPE
n � � me N/W-m FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 17.08
I 1R e211 2 � ` PRIOR TO FINAL GRADING INSPECTION.
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN
SEE SHEET N0. Z � � CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL.
EC � 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO 8E PLACED,
59 - - SANE IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL
--V + INDEX MAP FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED
ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
� 3-CAR 3-CAR I 10-100, 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL
0 o SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO
I I ADJACENT PROPERTIES.
PLAN Z n . PLAN ZR 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED
METHODS.
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE
LEGEND. MEASURES SU ESOAND TEMPORARY, ESPECIALLY �UDRAINAGE RING �R PROVISIONS CONDITIONS.UST BE USED
FF FINISHED FLOOR ELEVATION TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS.
FS FINISHED SURFACE 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE
BUILDING FOOTPRINTS HP HIGH POINT TENTH (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE
CF CURB FACE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN
FL FLOW LINE VERTICAL HEIGHT.
��-30 TC TOP OF CURB 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING
PE PAD ELEVATION PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE
-lpgp EXISTING CONTOURS ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN
HIGH POINT PAD ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,
INV INVERT ELEVATION
ELEVATION -0.3� THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
�Z � GF GARAGE FLOOR
GB GRADE BREAK 19. EROSION CONTROL: ALL GRADED SLOPES REQUIRED TO BE PLANTED SHALL BE
MODEL TYPE PLANTED HATH ROSEA ICE PLANT (OR EQUAL) AT 12" ON CENTER.
LOT NUMBER TW TOP OF WALL SLOPES OVER 15' IN VERTICAL HEIGHT SHALL BE PLANTED WITH APPROVED TREES
TF TOP OF FOOTING SPACED NOT TO EXCEED 20' ON CENTER OR SHRUBS NOT TO EXCEED 10', OR
DEEPENED FOOTING 3 ELEVATION TYPE � STREET LIGHT A COMBINATION OF SHRUBS AND TREES NOT TO EXCEED 15' IN ADDITION TO A
PER PLAN I A =` FINISHED FLOOR ELEVATION GRASS MIX OR GROUND COVER. SLOPES EXCEEDING 4' IN VERTICAL HEIGHT
FIRE HYDRANT
� SHALL BE PROVIDED WITH AN IN-GROUND IRRIGATION SYSTEM. SLOPES EQUAL
FF=1070.50 (6" ABOVE PAD ELEVATION
MIN PE=1070.0 PAD ELEVATION � RETAINING WALL TO OR LESS THAN 4', MAY BE IRRIGATED BY HOSE BIB LOCATED AT THE TOP
I
OR TOE OF THE SLOPE, SPACED TO MAKE USE OF A HOSE NO LONGER THAN
10' cs=10e9.75
MIN °� GARAGE FLOOR ELEVATION 50' IN LENGTH. THE IRRIGATION SYSTEM SHALL BE PROVIDED WITH AN
APPROPRIATE BACKFLOW DEVICE PER U.B.C. CHAPTER 10.
RETAINING WALL WHEN I ROPERTY LINE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT
REQUIRED, BY SEPARATE /
NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET.
PERMIT / RIGHT-OF-WAY 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATERS SOURCES SHALL
CURB UNDERGROUND STRUCTURES BE PERMITTED.
-' ' - 01 v. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD
AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
T"YPICAL LOT LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT
IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD THE RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY
UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING
N.T.S. UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT INDICATED ON THE CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS
PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW
N OTICE TO CONTRACTORS RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES 24. THE ISSUANCE OF THIS PERMIT BY THE CIN OF TEMECULA DOES NOT IMPLY
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBLILITY FOR FOUND AT THE SITE. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNER OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED
SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CODFTINUOUSLYNOTIFICATIONS SPECIES ACTS. THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR
AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACT SHALL DEFEND, OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO
INDEMNIFY AND HOLD THE OWNER, THE CONSULTING ENGINEER AND ALL PUBLIC ANGENCIES NOTE; THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES (2) TWO ANY SITE DISTURBANCES OR GRADING.
APPROVAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PER- WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION:
FORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
Underground Service Alert NEGLIGENCE OF THE OWNER OR THE ENGINEER. CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (909) 694-6411
C) CQII: TOLL FREE BENCHMARK UNDERGROUND SERVICE ALERT 1-800-227-2600 OWNER f DEVELOPER
RIV. CO. BENCH MARK J-63, SEC. 1, T-8-S, R-3-W SMB AT TEMECULA RIVERSIDE
1 -800 COUNTY ON MAIN STREET 100' SOUTH ACROSS THE STREET FROM THE FORMER POST ENGINEER: GALLERY TRADITIONS PARTNERS, LLC
BUILDING AT A RESTAURANT FORMERLY THE FIRST NATIONAL BANK IN THE I DASIS.-OF BEARINGS 31610-2 RAILROAD CANYON ROAD
NORTHEAST CONCRETE WALL 1.5' NORTHWEST OF THE EAST CORNER OF THE DOOR ELAINE A. WOMER - CIVIL ENGINEERINGCANYON LAKE, CA 92587
422-4133 COLUMN AT THE EAST CORNER OF THE BUILDING 2.3' ABOVE THE CONCRETE STEP A 41555 E. FLORIDA AVE. SUITE 'F' N 07'44'36" E - BEING THE BEARING OF YNEZ ROAD PER TRACT
STANDARD DISC STAMPED "J-63. 1927" HEMET, CA 92544 MAP 8211 RECORDED IN BOOK 89 OF MAPS, AT PAGES 96 THROUGH (909) 244-7713 FAX (949) 244-7714
ADJUSTED ELEV. 1005.651 98 THEREOF, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. =4-191GR
1Mp WORK MG DAYS BEFORE YOU DIG ADJUSTED 7970 BY RIV. CO. 600-7-68 (909) 658-1727 FAX (909) 658-9347
CONSTRUCTION RECORD DATE BY REVISIONS DATE 14WD BENCHMARK �E SQL �pFE Designed By Drawn By Checked By DRAWING N0.
w g A WNER RECOMMENDED BY: DATE: / es CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
ContrmEor HORIZONTAL -
s�L AeovE AS NOTED � �J ft. ,ess. � Gam. 1 l • oS ACCEPTED BY:RON PARKS DATE: I 8 � PREdSE dtADMG PUN PC-
E� ,Z,3,� °ati �� DIRECTOR � � �- TRACT MAP 29133
COIN" rs 1 nHav 8� NA ��.��Fd� R.C.E.RSC E NO. Expires 12-31-Od R.C.E. N0. 19744 biros 9/�/0� �'�:�� SHEET OF Z
LEGEND s' �
INDICATES PAD ELEVATION MIN
LOT ADDRESS ASSES50R 78• PARCEL N .LOT SIZE,
� 50
4.s PLAN
INDICATES TOP OF CURB ELEV AT PL 1' 3' 2• FIN. GRADE 1 30007 LAURIE RAE LANE 945-300-001 23,265 SF 2AR
MIN 2 30025 LAURIE RAE LANE 945-300-002 26,192 SF 1 AR
1X MIN. 3 30043 LAURIE RAE LANE 945-300-003 24,395 SF 28
INDICATES 2:1 SLOPE
4 30061 LAURIE RAE LANE 945-300-004 20,001 SF 1A
5 30079 LAURIE RAE LANE 945-300-005 20,090 SF 18
•-- INDICATES DIRECTION OF FLOW ��� RW 6 30097 LAURIE RAE LANE 945-300-006 20,011 SF 1A
INDICATES CONCRETE BROW DITCH I r P`• N 1 VARIES. 7 30115 LAURIE RAE LANE 945-300-007 20,021 SF 2BR
INDICATES RETAINING WALL 1 V PAD V CSD EASEMEN 8 30124 LAURIE RAE LANE 945-300-008 20,009 SF 2A
�.� 2' 9 30016 LAURIE RAE LANE 945-301-001 4,295 SF TCSD
INDICATES TRACT BNDY � �P
INDICATES LOT LINES
EC110N
INDICATES CL NTS PA ELEV LEGAL DESCRIPTION
INDICATES DAYLIGHT LINE ON PAD 65+16.77 CL YNEZ ROAD=
� LOTS 1 THROUGH 8 OF TRACT N0. 29133 AS SHOWN BY MAP ON FILE IN BOOK 338, PAGES 1
10+00.00 CL CALLE HALCON n THROUGH 3 OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA AND LOT LINE ADJUSTMENT
VARIES PA04-0521. RECORDING OF THE LOT LINE ADJUSTMENT IS PENDING AT THIS TIME, 09/16/04.
10 » ~ w " 2�
3 3 .
� i� EXISTING CMU VARIES
DRIVEWAY STATION CHART _� 3 TPROPOSED SIDEWALK RETAINING WALL
DRIVEWAY C.L. STATION D W WIDTH PROPOSED CURB & GUTTER PROTECT IN PLACE 40
LOT NO. D / �... -- �!I SEQ11O1 0 RW
LOT 8 STA. 11+30.80 24' r _ �'
N R DROW DITCHO NTS 1�MIN 10
LOT 7 STA. 11+79.43 24 /� "
• TION OF DOWN DRAIN EX. GROUND �
LOT 6 STA. 12+86.30 24' � NOTE- CROSS-SEC " PROPOSED SIDEWAL /
MAY BE SEMICIRCULAR, V", OR /
LOT 5 STA. 14+02.77 24' g } �� TRAPEZOIDAL MIN, TOP WIDTH = 36" /
LOT 4 STA. 14+72.39 24' 1 70 / MIN. DEPTH = 8" �Q PROPOSED CURB AND GUTTER 5.3F
�S Vol
LOT 3 30.08 LF (ON CURB) FROM B.C. 16' 1 32' � 1 2X
3 .'l 1:�' �� �6 SECTION� S -+--- 2 2
LOT 2 64.07 LF (ON CURB) FROM B.C. 16'
LOT 1 51.67 LF (ON CURB) FROM E.C. 16' ,,'� � 1 '�
1 Q� NTS 5' PROPOSED
p�� I m �Q EX. GROUN DOWNDRAIN
N
xtsT1NG 2
63+ co RETAINING WALL •
1 S PROP. RIP RAP
3 7 EC + D CON CT TO EXISTING RSIDEWALK SLOPE PROTECTIO ROPOSED
\� E
8 MA 0!lS ^ -`o �... r ��\ R D R SPLASH APRON
T H EXIS '� ' ` - ;! �t R��TOR11" 5X5 CONCRETE
(rC 1.09)M G L 05.
-�
- -�_ TRENCH BENCH OFti �_ �\. w
-- --- - -- - I XPLORATOR . , ^ :\. 5`X5`X6"DEEP CONCRETE SPLASH APRON
� � TRENCH � � � � ..
n II > 9 o N ;� , DETAIL A
3 = 19 33 _ +
'� - ofimmpmA � �n�n N II NTS
4' MIN 0
Qk
A. d
-_ _ .,� LAURIE A SAN 14 1 0 101110 \ 6p
62+59.72 CL YNEZ ROAD
F
_ w z \ --I ' 219.33 - �` N85'Qp 22 > ,`
il z-z 10+00.00 CL LOT "A" If�, �1fl. ����, ��, G N88�47 30 �G 12 �, C ,�G G .1 • • ` •�r Oh2-1
9. •��C 160,pp
w 168. �,
Q �4- _. � S � �\ •� . ,,c, , 6, �t,� 1 0 ,� I'�p �, `.�.' '\ yak,,�•
x I ,� _ l N 8.510040 C C3
G
o TG 68.04 n C� �} �:1 r`' �' `•`� Q ,��• \ G' •�� �"'IP �� m .�'S + PVE
w o 6 n e�- r• .- ® • 1158.5
1+ 3.92 i o `¢ �' �l A.. > IN _ F �o . \ o •� •g 4.6 p-
low; 2: 1
° PROP. CURB do GUTTER CL r N Y• IN .��- G �(D L .o . -C� 1�1
BRE �•
A TCH B •t S 5.
� II rC S 1V �--� � GB .- � 41 4 •�R FO� � �` p .. o� 'S �� N ��'..;:,�� . ii �` � ��.5 F � �' �
J = 2X 7.55 cr' �„� G.F.=76.9 7' 10 15 91. __ �� •p� & 2 4�� .�- AR " .�•� HP FL .
12
I . �� �• '� G 28' ARAG 20 F1 NLET BO �, ,� 9. _$ p o. Q3 �.AN 4
�j GARAGE AR SE �� 00. Tw1�. '�- .. 3-CAR � 3 4 /
n� 32 3 F L TF 50. 0' S -% �1, _. .. rg� �0 3S,F T 33.7
V 1 .� l ARAG O 14 �� ••��� '� � '� H �' FL
8 2. 083.0 P 1' •
PROPOSED SIDEWALK 44 /�, 167 . P.E -, 5 F F � o I 1093.0 P. y� � �•. �► � o-�'�� _
�� � ; ,� , 083 �, N - � � o � o � �• -_
44 .t / 1077. F.F �• iw .. N ao 109 3. F. w '� s z ��' �•. 1' ,� "'�,+ -� _ --.
SECTION SEE GEO GRID 6 r` ._ o PLAN 2BR -_ I �p is 2 1 ..
ca a PLAN 2A i w i - of PUN 1 A - o � e F 2:1 0 ---
N TS RET. WALL PLAN .�_. � �:1 ', � o 4 CAR......_ o � __.. 3-CAR .� _ _.�� 1���. P.E. ti�$ � N-21 � D. \ . �: p� W CAR; 1 0 � I 1 1102.6 F.P. k �, �.
WALL DRAINAGE PER C.O.T. > `_ 2:1 '� TW17.8 �� .�j;' . So ^o
RETAINING WALL SIDS. 8 _-- 4 6 ;PLAN 1 B _ .
.a _
I ; _ 3-CAR ,�14 TF1 3.ARAG
8, _
�C Q -_ f, at •- O
1 -
7
LOJ
• �n
6 1 ,ec 9 19' v_ �P
_ �,• 1125.5 F.
o •
8 -
60 89.30 I i :1 - • • -� 1 2 o F t11��. P. 1- I I PLAN I
1
TC ,TAP R. BE ��G II ~' -� 6 PUE FW83•� "�F� �- 11159 F /3N �s 3-CAR
Vis'
1 •
N JJ AR fiw �, o• �• z4-
II
CA - 8 •6 .N/ G.F•� FL \\��• F 4. ��
►S�'1�`T
ML 3'
N � I 4A!_L 122.5 . .EAIh�IN ER r� +
I � A �� A
_
SEPARATE PERMIT' 1123.0 P.F. it
59+07.69 CL YNEZ ROAD I
-- _ p
ALL _ Y PLA 2B M� •
TYP. AL WALLS '� `�:�� "7 `-
00 CL PREECE LANE ( ) k � Ft % -
10+ .00 •
1
.O � _
I ' -
SEE DETi� A / ;y -
� PRO l / •`� ` -\-"� __.
ABOVE RT. f I 2 e p
�4 ._...
4
W 1 - �. -
ftaft
$ •-r
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• '` ---... - ��
\, . TF14.
E L -_
ti
k, �_-
_
9 _ 4�
20 4o so
- t z
L �
EXISTING
WOOD FENCE •TW TF 13.2
1.
SCALE-
_ , / Q� \.\ \\\\ I ,,__ PftC1A NG
SCALE. 1 � PRPECE
U � � INI LL.. g6� _ OSEPARATE PERMIEXISTING 11 a (TYP. ALL WALLS) 14.
2
BLOCK WALL \\ S X2.1 S �� 14. >>f
LANE / �O TF t/7
_ . J/
VARIES VARIES �
o
_ _ o PAD
) CHRIS HERMAN OWNER �\� a. '�r -\ RETAINING
°' I I
� 1. GRADING OPERATIONS TO PROTECT =
OF LOT 2, TR 8211 HEREBY \ �\ \, \�\\ •� EXISTING FENCE OF ADJOINING LOT AND WALL
GRANTS PERMISSION TO
\ �_ M,q NOT TO ENCROACH ON ADJOINING LOT.
REMOVE DIRT AS SHOWN \�, \ \� � �� �y I I PAD
Underground Service Alert s8r' 0.73 EC FOR PLACEMENT WITHIN TRACT ` \� '�� PROTECT EXISTING TREES AS
29133 DIRECTED BY OWNER OR DEVELOPERS
� \ I I
•- \ REPRESENTATIVE.
co Call: Toll FREE .- o .
0 2. GRADING OPERATIONS TO DIRECT 5ECTION
o I I NTS
SURFACE FLOWS AWAY FROM POOL
1 X800 o IN BE 119.30 AREA AS SHOWN.
N CO I
r. NS I
BE IN TAPER 3. ALL WALLS AND FENCES WILL BE APPROVED
422--4133 BY A SEPARATE BUILDING PERMIT.
L.D04-191 GR
TM WORKING DAYS BEFORE YOU D!Q
DATE IyOC�D BENCHMARK SEAL QROFESS/ Designed By Drawn By Checked By M-pM� CITY
DRAWING N0.
CONSTRUCTION RECORD DATE BY REVISIDNS SCALE A ° � SLA NE A. WOMER RECOMMENDED gY. DATE. DEPARTMENT OF PUBLIC WORKS
conbwtw HORIZOWAL �3` z •
00
� ACCEPI DATE: TRACT MAP 29133 FG-2
AS NOTED �. 2 r . RON PARK
• 12/31 °ate VERTIM BLAME A. DEPUTY DIRECTOR OF WORKS PRECISE GRADING PLAN
- �fr lYbO
p� q �Fo R.C.E. NO.- 46M - Expims �• 18744 /3ojo6 ��.., W A ULT ZONA` REVISI
ONS SHEET 2 of 2
HA OF ca� R.C.E. Expires -