HomeMy WebLinkAboutBook 15 Page 726 Lot 20-21 Precise Grading GRADING NOTES: PRECISE RA ING AND ERASION/SE DIMENT" CON ROL PLAN
1. All grading and related activities shall conform to the Grading, Erosion & y�
Sediment Control Ordinace No. 04-04, and if applicable, to the State Water PENFOLD BUILDING 2F
Resources Control Board NPDES General Permit for Construction Activities.
PAO3-o5 �5 . 0
2. Minimum building pod and drainage swale slopes shall be a minimum of 1 N\A
Drainage swales shall be a minimum of 0.2' deep and be constructed a �
minimum of 2' away from the top of graded slopes. Finish grade shall slope G
away from all exterior walls at not less than 1/4" per foot for a minimum of R/W 60' R/W
3 feet. 5TH STREET4 Q UE6------ V
3. Maximum cut and fill slopes shall be 2: 1.
20
4. Provide, as applicable, concrete brow ditches designed to convey 100-year 4' 6" 10' 6' 4' "
storm flows, or provide graded berms, along the top of all graded slopes over Ex, E -'
3 in vertical height or that are adjacent to graded areas to direct surface SIDEWAL R�LL CURB Ex. Ex, SIDE ALK PROJECT BOUNDARY
I A.C. PAVEMEN ROLL CURB
runoff away from the top Of SIOp2S. 1/4' PER FT. 1/4' P R FT.
SLOPE 2%_ 2% SLOPE
5. All grading shall be done under the supervision of a Registered Civil Engineer, � E'"� �' ,•
Soil Engineer, or Engineering Geologist who shall certify that all fills have been w .• � .
5TH STREET
properly placed and who shall submit a final compaction report for all fills � .
EXISTING IMPROVMENTS
over 1' deep.
6• A Registered Civil Engineer shall submit to the City of Temecula's Public Works �
Department a written certification of completion of rough grading in READ THIS NOTE � � . .
accordance with the approved grading pion prior to issuance of the building p �� I �J' VICINITY MAP
permit. Certification shall be to line, grade, elevation and location of cut/fill THE ISSUANCE OF THIS PERMIT BY THE CITY OF � NO SCALE
slopes. TEMECULA DOES NOT IMPLY OR PROVIDE ANY y ( � IO I � GENERAL NOTES
CLEARANCES FROM STATE OR FEDERAL WILDLIFE ( I �
7• Final compaction report will be required for all fills greater than one foot. AGENCIES REGULATING THE PROVISIONS OF THE
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g. All grading shall be done in conformance with recommendations of the CALIFORNIA OR NATIONAL ENDANGERED SPECIES e � 1. The contractor shall be responsible for the clearing of the proposed work area, and
preliminary soils investigation byCOLEMAN GEOTECHNICAL dated 9 12 03 ACTS. Zv, I 0 I � relocation costs of all existing utilities. Permittee must inform the City of
.Two sets of the final compaction report shall be submitted to the Public � C � construction schedule at least 48 hours prior to beginning of construction. Phone:
DEVELOPER IS RESPONSIBLE FOR OBTAINING THE � � I � � (909) 694-6411
Works Department which shall include foundation design recommendations and -< c�
y
certification that grading has been done in conformance with the APPROPRIATE CLEARANCES FROM THESE AGENCIES
PRIOR TO ANY SITE DISTURBANCE OR GRADING. � � 2. The developer will install street name signs conforming to the City of Temecula's
recommendations of the preliminary soils report. SHEET �- -� I [-+ P 9 9 y
Standard Nos. 403-405.
9. The contractor shall notify the Public Works Department at least 48 hours in I Q
a 3, All work shall conform with the requirements of the City of Temecula Public Works
advance requesting finish lot grade and drainage inspection. This inspection � Department Improvement Standards and Specifications, dated October 1998 and
must be approved prior to building permit clearance for each lot. I I subsequent amendments.
Public Works Department Phone: (909) 694-6411
I 4. It shall be the responsibility of the contractor to notify the engineer, to install
10.
Cut and fill slopes shall be protected with a combination of erosion and PAVING NOTES
sediment controls to protect the slope from erosion and instability during the street centerline monuments as required by Riverside County Ordinance No.461.
grading phase. 1, MINIMUM PARKING LOT GRADE SHALL BE ONE (I.0) PERCENT SEE SHEET N0. 3 EROSION CONTROL PLAN I It shall be the responsibility of the developer or contractor to apply to the City of
5. Temecula Deportment of Public Works for an Encroachment Permit for all work on
MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT I I
11. Post-grading activities shall include, but not be limited to, installing, where 2. � � �applicable, groundcover, trees, shrubs, or a combination thereof in accordance existing City maintained roads, and for utility work within offers of dedication for
with City codes prior to the approval of final inspection. Slopes over 4' in 3. TO APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES PRIOR INDEX MAP public use.
vertical height shall have permanent irrigation systems with backflow PLACEMENT OF PAVING. ,
prevention devices per the U.P.C. SCALE: 1 = 30 g, All underground facilities, with laterals, shall be in place prior to paving the street
4, ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN (14) DAYS CONSTRUCTION NOTES section including, but not limited to, the following: sewer, water, electric, gas,
12. Fill material shall not be placed on existing ground until the ground has been FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED drainage.
qT A RATE OF 0.05 GALLONS PER SQUARE YARD, ASPHALT EMULSION SHALL
cleared of weeds, debris, topsoil, and other deleterious material. If steep CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 1 CONSTRUCT TYPE D CURB PER CITY OF TEMECULA STD. 204 180 LF
sloping terrain occurs upon which fill is to be placed, the terrain must be 7 Curb depressions and driveway approaches will be installed and constructed according
to Standard No.207 and/or No.207 A, as directed in the field.
cleared, keyed, and benched into firm natural soil for full support. A ��� 140 LF Registered Civil Engineer, Soil Engineer, or Engineering Geologist shall approve 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA 1 CONSTRUCT TYPE D CURB WITH 8 CURB FACE PER CITY OF STD. 204
placement of fill. DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN O CONSTRUCT CONCRETE (4" THICK MIN.) PRIVATE WALKS AND HARDSCAPE 8380 SF 8 It shall be the responsibility of the developer or contractor to apply to California
CITY RIGHT-OF-WAY. Department of Transportation (CalTrans) for an Encroachment Permit for aN work
13. Temporary drainage shall be provided until permanent drainage structures are O CONSTRUCT 6" CONCRETE PAVEMENT PER SOILS ENGINEERS RECOMMENDATION performed within the State of Right-of-Way.
6. THREE SPECIAL INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS, 828 SF
installed. Protective measures shall be implemented to protect adjoining and ONE INSPECTION AT SUBGRADE COMPLETION, AT BASE GRADE COMPLETION AND O CONSTRUCT 24X24 BROOKS PRODUCT CATCH BASIN WITH FOSSIL FILTER INSERT 9. All street sections are tentative. Additional soil tests may be taken after rough
downstream properties from silt deposition and ponding water during grading operations. DURING PLACEMENT OF ASPHALT. 1 EA grading to determine the exact street section requirements. Use Standard No.401 if
14. Dust shall be controlled by methods approved by the City Engineer. 7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED CONNECT INTO EX. 8" HOPP 2 EA expansive soils are encountered.
WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. THE CITY 6 CONSTRUCT 12X12 BROOKS PRODUCT CATCH BASIN WITH FOSSIL FILTER INSERT Asphaltic Emulsion (FogSeal shall be a lied not less than fourteen 14 da s
15. Stability calculations with a factor-of-safety of at least one and five-tenths SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AT (909) � 2 EA ��� folowin lacement of the asphalt surfacing and shall be applied at a(rate of 0.05
(1.5) shall be submitted to the Public Works Department by a Registered Civil 694-6411. 9 P p 9 pp
Engineer, Soil Engineer, or Engineering Geologist for cut and fill slopes over Q CONSTRUCT TYPE C CURB AND GUTTER PER CITY STD. 202 87 LF gallon per square yard. Asphaltic emulsion shall conform to Sections 37, 39 and 94
30' in vertical height. 8. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 PERCENT of the State Standard Specifications.
O 3 AC OVER 6 CL2 BASE PER SOILS ENGINEERS RECOMMENDATION teas SF
COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION AND A PLACEMENT 11. Prime coat re p paving g
16. A Registered Civil Engineer or Licensed Land Surveyor shall submit certification OF ASPHALT PAVING. O INSTALL ADA RAMP WITH HANDRAIL PER DETAIL THIS SHEET 1 EA required prior to avin all rode in excess of ten percent.
of building pad elevations. Where specific elevations are required, the elevation
9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE SHALL BE 12. Install street trees in accordance with Riverside County Ordinance No. 460.53.
(with respect to mean sea level) shall be given. If an elevation with respect COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE PROJECT 10 REMOVE AND RECONSTRUCT EX. TRASH ENCLOSURE 1 EA a lighting to adjacent ground surface is required, the actual distance above the INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION WITH OR PRECEDED 13. Street lights shall be installed in accordance with the approved street q g plan.
adjacent ground shall be given. BY COMPACTION TESTING. 11 REMOVE EX. CONCRETE PAVEMENT 182 SF
14 As determined by the City Engineer, the developer
is EROSION AND SEDIMENT CONTROL: The permittee shall abide by al/ of the 10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE DIRECTOR 1� INSTALL 12" RCP SD LAT 28 LF road improvements to centerline and may be required
responsible as a minimum for
red to reconstruct existing
requirements outlined in the City of Temecula Grading, Erosion and Sediment Control OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR TO PLACEMENT OF pavements, including base, and matching overlay required to meet the structural
Ordinance No. 04-04 throughout the duration of the project, including adherence to BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE METHODOLOGY SET FORTH IN 1Q CONNECT INTO EX. 24" RCP WITH JUNCTION STRUCTURE N0, 4 PER RCFC STD, JS229 1 EA standards for the current assigned traffic index.
the State NPDES Permit for Construction Activities, if applicable. CHAPTER 600 OF THE CAL TRANS HIGHWAY DESIGN MANUAL AND UTILIZE THE "R" VALUE
METHOD. THE "R" VALUE TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH THE 14 INSTALL SEDIMENT CONTROL SAND BAGS (2 BAGS HIGH) 380 LF 15, Only landscaping consisting of grass and parkway trees may be installed within
fig. Existing drainage courses shall continue to function during the rainy season. CALIFORNIA TEST NO. 301 AND SHALL BE PERFORMED BY A REGISTERED CIVIL ENGINEER. parkways on local residential streets without separate landscape plans. All other
No obstruction of flood plains or natural water courses shall be permitted. THE NUMBER AND LOCATIONS OF THESE TESTS SHALL BE SUBJECT �'0 APPROVAL BY 1Q CONSTRUCT 18 HIGH PLANTER WALL 105 LF types of landscaping in these areas, and aJ/ landscaping on all other streets shall
THE DIRECTOR OF PUBLIC WORKS. require separate landscape plans. All landscaping encroachments shall conform to
19. All property corners shall be clearly delineated in the field prior to �� ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION 203-6 OF THE 16 CONSTRUCT AC OVERLAY OVER EXISTING PAVEMENT (0.10 MIN) Examma. 1425 SF Riverside County "Standards relating to the Administration of Landscape
commencement of any cons truc tion/grading. CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION. ASPHALT OINSTALL STEEL SHAKER PLATE AT CONSTRUCTION ENTRANCE t EA Encroachments" dated January 1989.
20. The permittee must obtain an encroachment permit prior to any work within SURFACE COURSE SHALL BE C2-AR-4000. MINIMUM THICKNESS IS 2 INCHES, MAXIMUM
a public right-of--way. THICKNESS IS 3 INCHES. ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES SHALL INSTALL GRAVEL 3" THICK AT DWY FOR TEMP. SEDIMENT CONTROL 1000 SF 16. Pursuant to the City of Temecula Ordinance No.90-12, the developer shall install all
CONTAIN A BASE COURSE OF B-AR-4000, MINIMUM THICKNESS OF 2 INCHES. required cable TV facilities.
21. Approval of these plans by the C/ty or its agents does not relieve the 12. TWO SPECIAL INSPECTIONS ARE REQUIRED FROM DEPARTMENT OF BUILDING AND SAFETY gUANTITIES
applicant and his engineer from the responsibility for the correction of errors CUT: 400 CY �� Approval of these plans by the City or its agents does not relieve the applicant and
or omissions discovered during construction. Upon request, the appropriate PRIOR TO POURING OF ANY CONCRETE IN DISABLED PARKING SPACES OR PATH OF TRAVEL his engineer from the responsibility for the correction of errors or omissions
plan revisions shall be promptly submitted to the City Engineer for review and AND ONE INSPECTION AFTER ALL PAVING AND CONCRETE HAS BEEN PLACED IN DISABLED FILL: 0 CY discovered during construction. Upon request, the appropriate plan revisions shall be
PARKING AND PATH OF TRAVEL AREAS. QUANTITIES SHOWN ARE FOR PERMIT PURPOSES, BASED UPON DIFFERENCES promptly submitted to the City Engineer for review and approval.
approval. IN EXISTING AND PROPOSED CONTOURS ONLY, AND DO NOT INCLUDE SUB-
22• The issuance of this permit b the City of Temecula does not. Imply orCONTRACTORSo
EXCAVATION, SHRINKAGE, SUBSIDENCE OR OTHER ADJUSTMENTS. THE PROPERTY AREA: STATE WATER RESOURCES
P Y Y PY ENGINEER'S NOTICES TO . GRADING CONTRACTOR SHALL VERIFY QUANTITIES FOR BID PURPOSES,pro vide any clearances from state or federal agencies regulating the LEGAL
0.38 ACRES GROSS CONTROL BOARD PERMIT NO.
provisions of state or federal endangered species acts or water quality PRIVATE AND PU�3LIC UTILITIES AS SHOWN REFLECT AVAILABLE RECORD INFORMATION. 7HE CON- DESCRIPTION 0.35 ACRES NET
regulations. The Con tractor/Owner/Developer is responsible for obtaining the TRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AFFECTING THIS WORK AND ANY 0.27 ACRES DISTURBED WDID
appropriate clearances from these agencies prior to any site disturbances or DAMAGE OR PROTECTION TO THESE LINES. PRIOR TO STARTING CONSTRUCTION OF THIS PROJECT, NO. 2001-3PARCEL I OF LOT LINRECOE ADJUSTMENT PA01-0086 PER INST. � NOT R�'QUIRED LESS THAN ONE ACRE
08/13/2001
grading. THE CONTRACTOR SHALL VERIFY THE EXISTING ELEVATIONS OF THE EXISTING MAINS WHEN MAKING STATE OFC AL��ORNIARI�NCDLUDING LOTS IN LOTSTHIVERSIDE ROUGH 2OUNTY,1 SOILS ENGINEER OWNER/DEVELOPER
CONNECTIONS AND UNCOVERING ALL EXISTING UTILITY LINES AFFECTING THIS WORK. IF A INCLUSIVE, ALL IN BLOCK 26 OF THE TOWN OF TEMECULA, LADD PENFOLD ENGINEER:
CONFLICT IN LOCATION IS NOTED, THE ENGINEER MUST BE NOTIFIED BEFORE PROCEEDING. AS SHOWN BY MAP ON FILE IN BOOK 15 PAGE 725, OF MAPS COLEMAN GEOTECHNICAL 9272 JERONIMO ROAD RECORDS OF SAN DIEGO COUNTY, STATE OF CALIFORNIA. p.0. BOX'999
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ALSO AS SHOWN BY LOT MERGER PA00-0281 PER INSTR. N0. SUI TE 104 TEMECULA, CA 92593-0035
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING 2000-514033 RECORDED 12/27/2000 IN RIVERSIDE COUNTY, IRVINE, CA 92618 (951) 676-2083 O'E?JiZ 8�'t '�9'E881"�12
SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY STATE OF CALIFORNIA. (949) 461-5260 Fax (949) 586-8040 28362 OCENT MORAGA DRIVE, SUITE C (951) 50g-4g6g (951) 5W-4979 FAX
AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACT SHALL DEFEND, ITMICULA, CA 92590 INDEMNIFY AND HOLD THE OWNER, THE CONSULTING ENGINEER AND ALL PUBLIC AGENCIES
n erg roun erviceAle-rtTOPO SOURCE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PER- BENCHMARK UTILI�'Y PURVEYORS A.P.N.
JULY 2003 FIEF SURVEY FORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE RIV. CO. BENCH MARK J-63, SEC. I, T-8-S, R-3-W SMB AT TEMECULA RIVERSIDE COUNTY 922-035-003 LOTLOT 21 ------ PREPARE: 9/8/04
� Call: TOLL FREE NEGLIGENCE OF THE OWNER, THE CONSULTING ENGINEER OR ANY PUBLIC AGENCY. ON MAIN STREET 100' SOUTH ACROSS THE STREET FROM THE FORMER POST OFFICE WATER - RCWD g22-035-019 LOTS 6-192
0
UNAUTHORIZED CHANGES AND USES: BUILDING AT A RESTAURANT FORMERLY THE FIRST NATIONAL BANK IN THE SEWER -EMWD DEPARTMENT OF BUILDING AND SAFETY
1 -800 NORTHECAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE COLUMN AAT THE ST CEAST CORNER RETE WALL 50F THE BUS DING 2.3T OF E ABOVE TH EAST E CONCRETEER OF STEP A DOOR GAS - SOUTHERN CALIFORNIA GAS SITE ADDRESS � J
APPROVED BY- �%�- DATE: PIPIPY
FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS STANDARD DISC STAMPED "J-63. 1927" TELEPHONE - VERIZON 42072 5th STREET N AM
120'�
227-6000 MUST BE IN WRITING AND MUST BE APPROVED BY THE UNDER SIGN ENGINEER. ADJUSTED ELEV. 1005.651 ELECTRIC - SOUTHERN CALIFORNIA EDIS01�) TEMECULA, CA 92590
TWO WORKING......DAYS BEFORE YOU DIG ADJUSTED 1970 BY RIV. CO. 600-7-68 PERMIT N0,P,# LD04473GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE SEAL Designed By Drawn By Checked By � DRAWING N0.
Q��oF LSScN��� H.I..C. H. L. C. �,D. RECOMMENDED BY:- DATE: � CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor HORIZONTAL CJ�o �2 pLA PREPARED UNDER THE SUPERVISION OF ' l ,�
' 'NK✓ � v.� o PRECISE GRADING & EROSION CONTROL PLAN
.r► ACCEPTED BY. �!� DATE:
SEE ABOVE AS NOTED � � -�� PGMWI
Inspector No. 38308
Date RONALD J. PARKS
VERTICAL �v e/3o/oe DEPUTY DIRECTOR OF PUBLIC WORKS � '' _,: •'-:x::� PENF01.D OLD rOWN
Date Completed *� * HECTOR L. CORR�A FIF rH S TREE T
p NA �TF F��Fo��� R.C.E. NO, 36306 Expires 6 30 06 R.C.E. N0. 19744 � ...
Expires 9�30/05 r?-�i$�, � PA03swO535 SHEET 1 of
ON
S
LEGEND
FF FINISHED FLOOR ELEVATION
FS FINISHED SURFACE RAMP
Hp HIGH POINT
CF CURB FACE
FL FLOW LINE n 48„ VAREIS �
TC TOP OF CURB 20
PE PAD ELEVATION I I I I I CONTINUOUS AND SMOOTH GUIDE RAIL � � HARDSCAPE
40
------�QgS-----------.--_.___._ EXISTING CONTOURS - - �I I WATERTIGHT
PROPOSED RETAINING WALL - - -- - -- -- - I ( i co � 18" HIGH
-I I �------------ ---- --------- -------- -- ------- ------- CONSTRUCTION
TG TOP OF GRATE DIA. STEEL I PLANTER
INV - I INVERT WALL FINISH FLOOR
LS LANDSCAPE I I I � 12 �IIN. 12" MIN.
• . ', . ', . ', • . AC PAVEMENT OVER BASE I u
00
P.C.C. WALK � I o SEC TI ON A
NTS
� � � CONCRETE REMOVAL I LANDING
GUIDE RAIL CENTERED LANDING 2% MAX
2% MAX AT 3" ;I" HIGH
CONCRETE PAVEMENT GUIDE RAIL �
CALIFORNIA BUILDING CODE Fig. IIB-27 (b)
+ AC OVERLAY �LDCf< ��' � - - - - - - - - I I I I a -
} } } } } - r r� VARIES day,
+ + + + + r;� -�-�;��;�� NOTE: HANDRAIL TO BE INSTALLED WERE RAMP EXCEEDS 5/. �I:12 MAX).MAX► 39 42 f �
NJS -lei 726 SD. '�, I I I I I TYPICAL BOTH SIDES OF RAMP Y 4,
STAMPED CONCRETE
EX. R
"1 > �3 �� v P 7 £� � J O "1'1 WATERTIGHT
v
CONSTRUCTION
� EX. BUILDING I I '. .. .:"• � �
E NOT A PART I GROOVES
� 0 6 - � - PER A3 1L3 zj) QNQL.-,
' Q� 3' FINISH FLOOR
AS
r-W J t• F I PLANS (60" CLR.
�O� 1004---------� 1F�' � � �/ • � 2� MAX SLOPE
WIDE MIN.)
::F
��5TH STREET � � o MAX.
N/0l���1�- - o EX. 12�� WA - � � � � e : SEC TI ON B
• ', • • ' • ', '. • • ', • '.• EX. A C. PAVEMEN��N � / I MIN ..
NTS
- - 999 1�� °, � + + + + +� + + + + �o E� _ 2 c� -EX�18" SD _ ..' �
• a
000.9 K 27LF � S�0.030 . ' 0.61 afs ' , • + +++ + 1� +��r +I�+� ��y 2 � � V ... 30 Z
FLOOD NOTE . .roo3. , . .�. . .�.. .�. . :�+ + + + + + + + � Ex. 8 w � �2� � e.t3� 6' �
� + + + + + + + + + + 6� W ADA RAMP WITHdd ENTIRE PROPERTY IS WITHIN MURRIETA CREEK 100 0 . • j' • . , . , -� + � g �� ROL �C RB � HANDRAIL DETAIL PROP. ST. IMPROVEMENT PARKING m
02
+ + + + c� + + �+ + y ���1,�� I \ I O � WATERTIGHT
T S + +� + � # 9 NOT TO SCALE z conrsrnucnoN
YEAR FLOOD ZONE AE- FLOOD ELEVATION IS (02.34) � 02.6 FS ' • • ' ' • � ' • � ' • � .�•��� -f�'EX.-pw x �� l� �
1005.0f EX. 24' RCP � � ' � ' ' • �. pP � x x
�J '03.60TC' . •�. '� � W w W EX. PARKING LOT
o
BUILDING WILL BE FLOOD PROOF WITH FEMA �� � � - 14�.yy.- -j -- - ;;` � � yY Ex.DDC � � FINISH FLOOR
APPROVED CONSTRUCTION METHOD AND FLOOD � � � �• 331,00FI
DOORS. MINIMUM FLOOD PROOFING ELEVATION o2.ioF� ' "`� �'�' ' r ,� � �� � rT-r EX. PI V/FDC I
SHALL BE 1006.0 � Qo � � �� - o � EASEMENTS
X. TRASH ENC. I I 7
� I ;�`..... . � _ � Q AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, IN FAVOR
� 2 .:..� � o � . �: ': 03.o5)�S » \ � � I OF COUNTY OF RIVERSIDE PER INSTRUMENT N0. 46491, RECORDED APRIL SEC TI ON C
MURRIETA CREE FLOODW Y � `` '� ' � ' �: ►-� � � ` � ` � I 23, 1975, OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. NTS
,» �-� �d a �3 pf�' BL�C'r< Zvi ' ' . �o �_
J\il�t �lv/7L6 SDI CCU. I "i"i�U � 1
Z PAAC�L '� I . � AN EASEMENT FOR INGRESS AND EGRESS AND RECIPROCAL PARKING PER THE
� � TERMS AND PROVISIONS CONTAINED IN DOCUMENT ENTITLED " DECLARATION OF
LLA PAO�i 0088 0 � ., � o,o � II EXISTING �
(02'97) �� � N � �%�'f � qW °'� �o BUILDING I EASEMENTS" PER INSTRUMENT N0. 01-518269, RECORDED OCTOBER 24, 2001,
7oP- B- OF OFFICIAL RECORDS, OF RIVERSIDE COUNTY, CALIFORNIA, c�
LC
LL � � .::: 03. 5FF 1003. 75FF Z
1003*25 PE
J
�� o X �.�� � VARIES
/ 2• 19.8 12 f 28.0E
( � OQ I WATERTIGHT
STAIR •" .5•.'• •;'-: :•• �� F�' o I �
CONSTRUCTION �
'LS
FINISH FLOOR
.,:'. . ... q,:•�• 3.75FF SFF - -- � � CONSTRUCTION Nt?TES 3�
Ed
CONSTRUCT TYPE 0 CURB PER CITY OF TEMECULA STD, 204
C�~ � 0 �� � f t� . 03
.38FS J � CONC. PAVE.
'�•:�❑ a z___ � � CONSTRUCT TYPE 0 CURB WITH 8 CURB FACE PER CITY OF STD. 204
o3.60F ° ' • a � � Y � SEC TI ON D
� (012.28) o2.7�FS g F�' 3 z Q CONSTRUCT CONCRETE (4 THICK MIN.) PRIVATE WALKS AND HARDSCAPENTS
a2' � ----�- EXISTING I 3 CONSTRUCT 6" CONCRETE PAVEMENT PER SOILS N
TOP BANK 3 OFF � I I O
s� � I L ENGINEERS RECOMMENDATION
� LOT 22 07 a-rzo.��. �..'.�..; � � �" ° � w � D BUILDING
���-� ,�SFF � -=--�jv� 5 z - ( I I �4 CONSTRUCT 24X24 BROOKS PRODUCT CATCH BASIN WITH FOSSIL FILTER INSERT
03.55 S . • .. � � 8 02'2 �
� CONNECT INTO EX. 8" HDPP
a.
,Q J � �8 CONSTRUCT 12X12 BROOKS PRODUCT CATCH BASIN WITH FOSSIL FILTER INSERT
Q7 CONSTRUCT TYPE C CURB AND GUTTER PER CITY STD. 202
g ^h . EDG C C. DWY X-------- i n n
orc� o �� � N � � O 3 AC OVER 6 CL2 BASE PER SOILS ENGINEERS RECOMMENDATION
02.20
Ex. v� LS 10" O9 INSTALL ADA RAMP WITH HANDRAIL PER DETAIL THIS SHEET
� 8 02.ooTG ' ' �1.s' ` • . •� �`:' '� ' '�'• '• � � �� S I � 10 REMOVE AND RECONSTRUCT EX. TRASH ENCLOSURE
VERI Y ELEV. oo o� 5 g831% .601NY 0,�SQF� �'' � " " Z�7flfS 2 75FS � � 02:.�QFS:'�'�: 01.90TG X. CURB TO REMAIN O
ft
ono t,2scrs ^ EX. DWY 11 REMOVE EX. CONCRETE PAVEMENT
og�EX. 8" HDDP �'Q2�TC
' I O
1 .• 4• �� � .''• " :�. 04 1 '.04 :t..Np. .��':,... 1. ;,.'� LS ... � . 1 . .. �o I-EX. �s" wAL � I 1 INSTALL 12" RCP SD LA
� EX. 6' W LL CONNECT INTO EX. 24" RCP WITH JUNCTION STRUCTURE N0, 4 PER RCFC STD. JS229
INSTALL SEDIMENT CONTROL SAND BAGS (2 BAGS HIGH)
� A
� � ��,�a � ��I C� CONSTRUCT 18" HIGH PLANTER WALL
D GfS L 6 (0.10'pCONSTRUCT AC OVERLAY OVER EXISTING PAVEMENT MIN) O't11iZ eTt '��'L889^'��'t
� 28362 0CENT MORAGA DR,, SUITE C (951) 506-4869 (951) 50fi-4919 FAX
n e r ro u n ervice er ------------�-- ---- I __ _. _ _ TE�IECULA, CA 92590
gGRAPHIC S ALE I PREPARE: 9/8/04
CD Call: TOLL FREE 1 o a
DEPARTMENT OF BUILDING AND SAFETY
1 -800 _ APPROVED BY: � DATE: PIP9� 0
SCALE: I - 20
227-6000 NAM
TWO WORKING DAYS BEFORE YOU DIG PERMIT NO.: LD04,u,*0173GR
CONSTRUCTION RECORD ATE BY REVISIONS BENCHMARK SCALE SEAL Q�oFEssio Designed By Drawn By Checked By � � DRAWING NO.
RECOMMENDED BY- � DATE:--
CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor HORIZONTAL � � �'9 2 PLANS PREPARED UNDER THE SUPERVISION OF ACCEPTED BY' �' DATE: Q �°�' °
" �' � ° ' � PRECISE GRADING PLAN Inspector SEE SHEET NO. 1 1 =20 ENp'8�3ojoe Date RONALD J. PARKS C PR�2
VERTICAL � � HECT L. CORREA DEPUTY PUBLIC WORKS DIRECTOR PENFOI.D OLD TOWN
'Date Completed NA sgTFoF�ca�Fo��� R.C.E. N0. 36306 Expires 6 30 06 1g744 9130105 �°f�� .��..$.�AyY1` PA03-wO535
R.C.E. N0. Fxp�res ,� ,� SHEET 2 OF 3
7
� LE'GENL7 EROSION SEDIMENT CONTROL NOTES:
FF FINISHED FLOOR ELEVATION BEST GIRME'NT P NOTES
FS
FINISHED SURFACE 1, Informatlon on this plan Is for eroslon and sediment controls only. See the Gradin Flan for
HP HIGH POINT additlanal requirements. A com►btnatlon of eroslon and sediment controls must ben place for
The following BMPs as outlined in, but not limited to, all soil--dlsturbin activitles b October 1 of each ear and, at a minimum, maintained
CF CURB FACE , g Y
FL
FLOW LINE the Best Management Practice Handbook, California throughout the rainy season (October 1 --April 30 ,
TIC TOP OF CURB Stormwater Quality Task Force, Sacramento,pF PAD ELEVATION 2, l7tsch anger Contact In farm a Ilan:
- EXISTING CONTOURS California 1993, or the latest revised edition) may of HECTOR CORREA HLC GIViL ENGINEERiNG
-- �-�-
apply duringConstruction additional Measures mayesponsi a arson rriiPROPOSED RETAINING WALL �� Y at 9 909 5 6--486
be required if deemed appropriate by inspector): ou►� ,one um le
3. The Discharger Is responsible for the Implementatlon and maintenance of all eroslon and
sediment control work, and shall insure that work is In accordance with this approved plan. If
sail disturbance meets or exceeds one acre, a Waste Discharge identification Number 0I0)
CA001 DEWATERING OPERATIONS Issued by the Mate Water Resources Control Board (SWRCB) shall be provided to the City. In
MMA L M,
EX. GR ,10 I I CA002 PAVING OPERATIONS addition, all erosion aid sediment controls outlined to the site's Stormwater Pollution Preventlon
J 2 � ,� 5 �' P :/ � J ~J 0 �J�J CA003 -- STRUCTURE CONSTRUCTION AND PAINTING plan (SWPPP) h 1 shall 1 also be implemented, or as directed by the elty's NP05 Inspector.
CA010 --� MATERIAL DELIVERY AND STORAGE
EX. BUILDING CA012 -�- SPILL PREVENTION AND CONTROL 4, The Discharger shall be available with equipment and workers for emergencywork at all times
3.ag NOT A PART �` CA020 SOLID WASTE MANAGEMENT during the rainy season. Necessary materials shall be stockpiled at convenient locations on site
x" to facilitate ra Id construotlon and maintenance of temporary eroslon and sediment controls
-- - CA021 - HAZARDOUS WASTE MANAGEMENT P p Y
- I Temporary eroslon and sediment controls shall consist of, but not be limited try, constructing
_ _ CA023 - CONCRETE WASTE MANAGEMENT faci Ides and takin measures necessary to revent, reduce, control, and abate damage due to
� . ;�.73 i CA030 � VEHICLE AND � UIPMENT CLEANING g Y p g
water, mud and debris r sultan from eroslon._. _..._..._.. �__�______ ._ .__. _.._...____.�._�.�_____...�.�..._�.._..___�_-_-_ .____..______�-___-__._.____�.____._.___ _--_____.--______--_-.__�_.___ __._____�..______.._�.".�....._�___�__ . .__�_�__�_._._� e o e oslo and sediment Iranspart/depoaltian to public and
o �, F� _- I I CA031 --- VEHICLE AND EQUIPMENT FUELING private property from construct on activittes of this ro ect&
o -� 1oa4 p p p Y p l
0 00 CA032 -- VEHICLE AND EQUIPMENT MAINTENANCE
CA040 EMPLOYEE/SUBCONTRACTOR TRAINING 5. Clearing shall be limited to areas that will receive Immediate grading. A combtnotlon of eroslon
I ° and sediment controls shall be implemented In areas that have been cleared. These measures
. � STALL SE01ME � CONTROL SANOBA�� - �
o2.65F �"� _ _ _ _ _ I ESC01 -- SCHEDULING may Include, but shall not be limited to: seeding, mulching, blankets, mats, desilting basins,
n
f�RArV ' -- 1 . -}B G -N.�GW�-� ESCO2 -- PRESERVATION Off` EXISTING VEGETATION graded berms, sand and/or gravel bags, fiber rolls, filter cloth, alit fences, check dams,
+ + + + + + + + Ex. AC. PAVEti I chevrons, drainage Inlet roteotton eto. Care shall be exercised to reserve ve etatlon beyond
TYPICAL ��+ + + + + + + .+ + + SRI / ESC10 SEEDING AND PLANTING g p p 9 Y
.� �� + + + + + + + + + ESC11 - MULCHING the grading limits.
02"20F 9 1 1 +- + + + + + + + + -
� --c��Qcfs 1� + -� '+ + -� + + + + -� � ----�'-� ESC20 � CE4TEXTILES AND MATS
�� ® -- -�-�- 6• All eroslon and sediment controls shall be Implemented and maintained (/,,e,, ins ected restored27LF @ S_ao30o- LL�� I I -� ESC21 - DUST CONTROLS 'INSTALL VEL � ���� D W FOR Q =0"b1�fs. + + � + _ , repaired, or modified) on a cantinual basis throughout the site during construotlon votivlttes to
GRA ►o � + + + '� '� + -� + +� + -� ESC22 -� TEMPORARY STREAM CROSSING
1 __100� + + + + + + + ,- �� ------ protect downgrade perimeters, aid scent propertles, environmentally sensitive areas, watercourses,
Tno TEMPORA R Y SE01 EN I � ++ + + +++ +;++ ++ + + ++ + I I ESC23 - CONSTRUCTION R0AU STABILIZATION curbs, gutters, streets, drainage Inlets, and other private and public stormwater conveyance
�+ + + + + +s + � � ROLL CURB ESC24 STABILIZED CONSTRUCTION ENTRANCE systems.
+ + + + + + - + + - + --�
_TA CREEK 100 5D MIN. LENGTH �,
02.. 3T U�, + + + + + +� + + + + ESC30 EARTH DIKE
VA TION IS 02.6 Fsayr-.
I 31 TEMPORARY RAINS AND SWA S y. All removable eroslon controls, such as blankets and mats, shown on t Is plan, and outlined In
ESCD LE
EX. 24' 999. V EX. DWY>< ,� I the SWPPP (if a Itcable shall be In lace at the end of each workin da throw Bout the
RCP - ,� x ESC32 SLOPE DRAIN pp )� p g Y g
03.6oTc �' I I rain season. Similar control devices shall be implemented during the dry season, vs o Ilcable
. = -- r: EX. PARKING LOTC� .� � � ESC40 -� OUTLET PROTECTION
N F�EM A Ex.Doc C p g Y pp
:• I ESC41 - CHECK DAMS to mitigate dust from wind erosion.
Y
� 9 33.QQ
AND FLOOD M �-_ _ 0
_LEVA TION oo� EX. PI V/EDC ESC a - SILT FENCE 8. During the non -rain season, sediment controle, such as curb and utter chevrons, drainage
g g
° 0°°00 0 0 ... ESC51 - STRAW DALE BARRIERS inlet rotectlon, sediment tracking controls, etc., shall be Implemented,, In addition, an non--
w •�- o 00 q.00 � � X. TRASH ENO. � p � p Y
- �o �- �� ESC52 SAND BAG BARRIER stormwater discharges associate with construction related aotivitles must be prevented from
--�- 00 0o°°° �' ��' 1 `�`� I ESC03 -� BRUSH OR ROCK FILTER reaching streets, curbs, gutters, and all other stormwater conveyance systems. Routine street
moo°0000 a Y
0,woo°o o 0 1 ' I ESC 4 - STORM DRAIN INLET PROTECTION
cleaning shall be performed by dry methods only (I.e. street sweeping), If street washing Is
° a o°o° oLi
' 1 �, '� required, appropriate Best Management Praotices (8MPs) shall be installed to directlyaddress I
RRIETA CREEN' FLOOD
0 o0� oc � _W - Y 0 0 ��,_ r °�� ��o o° o�'f� ��J « o - �- I- -- the washwater, or as directed by the city's NPCES inspector.
2J
»JS3 J5/17D -726 �D� CO, 1 r � -Z I
r r,�, �, ._, o oGIENDOO9. All construction entrances shall be stabilized (I.e. gravel, shaker plates, eto.) year-round to
L 0_ PAR(GEL � I �,Cn ' r _�C r U C3 Zprevent mud, sediment, and dust from being tracked out of the site by vehicular traffic.
LLA PAo> ».�6 Q 1 o l I EXISTING
c�. 1 10.5 L� a I BUILDING 10. All slit and debris shall be removed from check dame, silt fences, deslitln basins, curbs,
_ INSTALL GRA V L FILLED BAG gutters, streets, brow dltchea, terrace drains, and other rivate and ubllc stormwater
D0.3. 75FF �� --- - 2 30 BAGS HIGH) conveyance systems prior to and after each rainstorm, ralnage Inle s shall be protected to
_ 5FF iNSTA L E I T CONTROL SANOBAG5prevent sediment and debris from enteringdownstream stormwater conveyance systems.
►� '� ( r �3 1 00�.25 PE �4 Y
, TYPICAL
^� (GRAVELE 2 BA S HIGH.6�pr 11. The Discharger shall conduct operations In such a manner that stormwater runoff will be
( g p
INSTALL GRA VEL FILLED BAG contained on site through desil tin basins, earth berms, etc., or filtered through a sertes of
2 ' TYPICAL I 9 g g
C ,2 BAGS HIGH A T CATCH BASIN INLETS
BMPs, such as sand/gravel bags, slit fence, fiber rolls, filter cloth, e to,') to the storm drain
as S TA I R u , ,�. FS ,, 1 S I � ,�
°� system.
c� 2 `--
_ oAA I ( :�::: •`.5'•"r�.;:C. 1 The Dischar er shall be responsible and shall take necessary precoutlons to prevent pubilc
02. rr L�f� _ ..S "rzti hti SsCONCRETEWASHOUT AR A E trespass on o areas where Impounded water, due to erosion and sediment control devices,
� 3. - �s,�,� 2� I creates a ha�ardaus condition. Conformance with the requirements of this plan shall to nv way
-- ��- 2 --- relieve the Discharger from his res onslbllitles to thls site and protecting adjacent ro ertles. -
� 03. ,�F� � 24. g p p 9 1 p p
/ 1 ��
INSTALL GRAVEL THICK DWY FOR
INSTALL SEDIMENT-- NTROL SAN B GS (GRAVEL �� _, 12 .., �- i �� o�000apopo 13, Temporary or permanent desalting bastes- are to be constructed, If a pllcoble, prior to grading
�- 3.55F o aon�w����p TEMPORARY SEDIMENT CONTROL
1 E T P o A4 Q _� 1 o�v;op�na operations and shall have a means for dewatertng to prevent overfilling between storm events.
LE L_ o .G � ��o��poo° 50 MIN. LENGTH
'� � 2 38 S c� I Qnop000
rr °a�nv Stormwater runoff from graded areas shall not be carried over graded slo es. T'em oror
i o3•� .� 2.2 0
o .4 T � ( � � 14. g g p p Y
-_� - 3 �- eroslon and sediment controls r required n� � are eau ed o all manufactured slopes until 70X vegetative
02 7 FS- cover has been established or as determined b the cit s NPOES' inspector. Slopes must have
r`- 4 �^. Y Y' p p
'1--
EXISTING TiNE eroslon and sediment controls in lace rlar to October 1. Slopes constructed after October 1
. p p p .
r 1 r_ OI 4 N 0`T .
rr _ N D BUILDING st shall have eroslon and sediment controls as the constructlon of sloe progresses. All graded
LOT 2� o • �'��� I � 1 CONTRACTOR TO ENSURE STORM DRAIN INLETS DO p p g
6� _ ��FF slopes 3 or more in helght shall Include, but not be limited to, seeding, mulching, soil
I NOT ALLOW SEDIMENT To BE DISCHARGED INTO stablllzere, soil binders, ve etatlon, or have erostan control blankets, such as straw, coconut,
f�T L �' DIMENOhTROL 5'ANDBArGS = 3. 2�'± g
03�s �. 02•�� I STORM DRAIN. straw/coconut composite, polypra yiene mats, or other acceptable materials installed. Jute
LE � S G �� ' L INSTAL �S�01ME; T CONTROL SANDBAGS (GRAVEL nettle shall not e u �-
4 v 1 g b used as a stand-alone alone eroslon control. In addltton, sediment controls shall
D' 7 T I be placed at the toe of the slope and in Increments of 10 feet measured vertically on the
C) STRUCTION NOTES
�,
face of slope for grades of 3:1 and greater.
`� I 10 EDG F I t4 INSTALL SEDIMENT CONTROL SAND BAGS BAGS HIGH
A ( ) 1�. Paved streets, sldewalks, and other improvements shall be maintained free of loose soil,
1.9� EX C DWY I constructlon materlals, debris, and waste at all times. Material storage and waste
oTC - - 1 INSTALL STEEL SHAKER PLATE AT CONSTRUCTION ENTRANCE' handling areas shall be established. A ro plate secondar containment shall be Implemented
�.---�_ ° I p p Y p
02.2oF� - LS .,, i 18 INSTALL GRAVEL 3" THICK AT DWY FOR TEMP. SEDIMENT CONTROL for ma erlals havin a potentlol for spills or leaks. Concrete wash-out pits shall be
EX. u - constructed, If OppLable, and shall be located away from streets and sldewalk right-�of- ways.
_ 10'
oIN v 02.0 TG - --- 41. 9' "--- -
VERI Y ELEV. �8.6011�" ' �•SOFS �'~---�' Q2.7DFS . 7%02.75FS ::,��_::: f� 1.9oTG �X. CURB To REMAIN
1• ,�.� I Emergency accesses shall maintained� _ � _ � ,o I �� 1� g y se s a be at all times (Including access to neighboring
i ._ 2 - - o =1.29cfs EX. DWY
propertles).
EX. B HDDP �o
�15 T Jiro _
4;0Q T U4.20- 7 o�-o.88c fs 17.
Q4.1 oT 07.7a�!I-�P X. 1 S WALL No obstructlon or disturbance, other than filtering. BMPs, shall occur to any existing pubilc, or
private, stormwater conveyance system during the rainy season, unless adequate
ES
`- _ _ w� �� temporary/permanent drainage facalltles have been approved and Installed to carp surface
Ex. 6' WALL w CONCRE'TE WASHOt�T AREA water to the nearest practical stormdrain or natural water course.
113• pill areas shall have erostan and sediment controls Implemented while beln bpou ht u to
TO �� R,�LOc TED p
-J 2 J � 5 5AS REQU RED Y C TRA T R � � J o -a-J grade to eliminate, reduce, and control eroslon and the siltation of downs ream acliittes and
adjacent areas during constructlon phases. These measures may Include, but are not !imbed to,
A
fad 15/12 6 Jo, C o, temporary downdratns, either in the form of pipes or paved ditches with protected out fall
0 C_�K 26 areas, earth berms at the to of slopes to address surface runoff, eros an control blankets,
seeding or mulching; confine pondtng areas to desilt runoff; temporary check dams and fiber
rolls to filter runoff; sand/gravel bag protectlon around Inlets; and appropriate grading to
direct drainage away from he edge of the top of slopes shall be constructed and maintained
rp an those fill areas where " earthwork operations are not in progress.
�STOR iLr"JR PO TION P.-I '1&4q00TES
19, The Department of Public Works' approval of this plan does not relleve the Discharger from
1. Eroded sediments and other pollutants must be retained on site and may not be transported from the site htsfher responsabllltles for the correctlon of errors and om►lsslons discovered during constructlon.
via sheet flow, swales, area drains, natural drainage courses, or wind. Upon re uest, the required plan revisions shall be promptly submitted to the Deportment of
Public arks for approval.
2. Stockpiles of earth and other construction related materials must be protected from being transported from
the site by the forces of wind or water. 20. The Department of Public Works reserves the rl ht to make changes or modiftcatlons to this
p g g
3. Fuels, oils, solvents, and other toxic materials must be stored in accordance with their listing and are not plan as deemed necessary.
to contaminate the soil and surface waters. All approved storage containers are to be protected from the
weather. Spills must be cleans u immediately and disposed of in a proper manner. Spills may not be
ea p d P Y p p p p Y
washed into the drainage system.
Civil S 61416
4. Excess or waste concrete may not be washed into the public way or any other drainage system. WINI MORACA DR. (961) 506-69(961) 506-4919 FM
Provisions shall be made to retain concrete wastes on site until the can be dis osed of as solid waste►.
y � p I C
UnFerground - Alert
STATE WAFERRESOURCES 5. Trash and construction-related solid wastes must be deposited into o covered receptacle to prevent emeculo, Colifornio 92590 PREPARE: 9�, 8104
contamination of rainwater and dispersal by wind.
CD Call: TOLL FREE GJ?APHIC SCAL S CONTROL BOARD PERMIT NO.
8. Sediments and other materials may not be tracked from the site by vehicle traffic. The construction DEPARTMENTOF BUILDING ANDSAFETY
20 0 10 20 40 entrance roadways must be stabilized so as to inhibit sediments from being deposited into the public way.
WDID NA (LESS THAN 1 AC.) Accidental depositions must be swept up immediately and may not be washed down by rain or other means. -1 ----,800
III I APPROVED BY" +� DAT E:
7. Any slopes with disturbed soils or denuded of vegetation must be stabilized so as to inhibit erosion by ;.
�' �__,. ���� wind and water.
NAM
SCALES I'' � �Q'
TWO WORKING DAYS BEFORE YOU DIG PERMIT NOo.* L004-,I7JGR
SEAL Designed B Drawn B Checked B 4 DRAWING NO,
CONSTRUCTION RECORD DAT E BY REVISIONS BENCHMARK SCALES g y y
Q�a� siotiq RECOMMENDED BY: DATE:.
CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor HORIZONTAL �,
. PLANS PREPARED UNDER THE SUPERVISION OF
. 04 EROSION & SEDIMENT CONTROL PLAN
,� ACCEPTED BYE _ DAT E f1 =20 No. MOO _ , . _ � u� SWWWP PLAN PG 3
MW
Inspector �xp. 0/30y00 Date RfNAl,D J. PARKS ,i :,
SEE SHEET NO. 1 VERTICAL HECTCI !.. CC t R A DEPUTY PUBLIC WORKS DIRECTOR _ a �' "N 'fID OLD ' WN
�xx. .tyx�r x.
1 Y 1Y.1'if.Y.11'
Date Completed 1� ����' 36306Expires �, .....:, . F/F1'l� S MEE 7"
p �o� �a R.C.E. NO.NA eA� 19744Expires9 30 � o.. ...: �.. SHEET 3 OF'R.C.E. No. ^ .o PA 03 0535