HomeMy WebLinkAboutBook 15 Page 726 Lot 9-14 Precise Grading PRECISE GRADING AN EROSION AND SE[�IMENI"' CONTROL PLAN
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GRADING NOTES:
- DAL TON 2-M/,,k'ED-USE BUILDING LEGEND ��,P
1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION
& SEDIMENT CONTROL ORDINANCE N0. 04-04, AND IF APPLICABLE, TO THE STATE WATER FF FINISHED FLOOR ELEVATION p��`
RESOURCES CONTROL BOARD NPDES GE
NERAL PERMIT FOR CONSTRUCTION ACTIVITIES. LOTS 9r �� OF BL (�CK 22 /VIB�5 PA ��' 726 Fg FINISHED SURFACE a G P JECT
Hp HIGH POINT Lo TION
Cp CURB FACE ,
2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE F� FLOW LINE
A MINIMUM OF 1%. DRAINAGE
T� TOP OF CURE PAD ELEVATION
SWALES SHALL BE A MINIMUM OF 4.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2'
AY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL I PAD
EXTERIOR WALLS AT NOT LESS THAN Y4" PER FOOT FOR A MINIMUM OF 3 FEET. EXISTING CONTOURS
PUBLIC ALLEY PROPOSED RETAINING WALL `' s
3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1. _ _ _ o� PROPOSED FIRE HYDRANT ���
Tyy TOP OF WALL
PROJECT BOUNDARY
4. PROVIDE, AS APPLICABLE, CONCRETE GROW DITCHES DESIGNED TO CONVEY 100-YEAR Tp TOP OF FOOTING ��A A
ST
ORM FLOWS OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' � F� FINISH GROUND �'F�, °��
IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS T4 DIRECT SURFACE RUNOFF INV INVERT ELEVATION TG TOP OF GRATE �,�F�
s�
AWAY FROM THE TOP OF SLOPES. � �
5. ALL GRADING SHALL 8E DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, � �
SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN �.
PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' �
DEEP. z ET NO . 2 � VICINITY MAP
SH
o � NO SCALE
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'5 PUBLIC -1 U d PLANNING DEPARTMENT NOTE:
WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN
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ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING '� �
PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL I a
SLOPES. a � a o y 1 . IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE
0 ARCHEOLOGICAL/CULTURAL RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WHICH
7. FINAL COMPACTION REPORT WILL 6E REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. I
REASONABLY APPEARS t0 BE EVIDENCE OF CULTURAL OR ARCHEOLOGICAL RESOURCE
GRADING SHALL 8E DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE � ARE DISCOVERED, THE PROPERTY OWNER SHALL IMMEDIATELY ADVISE THE CITY OF SUCH
8.
HE
PRELIMINARY SOILS INVESTIGATION BY LAWSON AND ASSOCIATES � AND THE CITY SHALL CAUSE ALL FURTHER ION OR OTHER DISTURBANCE OF T
ALL
AFFECTED AREA TO IMMEDIATELY CEASE. THE DIRECTOR OF PLANNING AT HIS/HER SOLE
DATED JUNE 991999 TWO SETS OF THE FINAL COMPACTION REPORT DISCRETION MAY REQUIRE THE PROPERTY TO DEPOSIT A SUM OF MONEY IT DEEMS
PRO T
SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL BOUNDARY REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT AND/OR AUTHORIZE AN
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� INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT NO COST TO THE
INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS
BEEN GONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS CITY, IN ORpER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING THAT
REPORT. _ - - - - � THE DISCOVERY IS NOT AN A CHA EOLGICA L/CUL TURA L RESOURCE, THE DIRECTOR OF
6TH STREET PLANNING SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL
9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN AUTHORIZE THE RESUMPTION OF WORK. UPON DETERMINING THAT SHE DISCOVERY IS A
ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION ARCHEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF PLANNING SHALL NOTIFY THE
PROPERTY OWNER THAT NO FURTHER EXCAVATION OR DEVELOPMENT MAY TAKE PLACE
MUST 8E APPROVED PRIOR 70 BUILDING PERMIT CLEARANCE FOR EACH LOT.
PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411 UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE BEEN APPROVED BY
THE DIRECTOR OF PLANNING.
10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND IND�A MAP
SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THEMOM
GRADING PHASE. SCALE: 1"- 401
11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT 8E LIMITED T0, INSTALLING, WHERE SEE SHEET N0. 3 EROSION CONTROL PLAN GENERAL NOTES
APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN ACCORDANCE STATE WATER RESOURCES
WITH HEIGHT(TY SHALL ES HAVE (OR TO THE APPROVAL OF FINAL PERMANENT IRRIGATION SYSTEMS INSPECTION.
TH 6ACKF OWPES PRE PREVENTION DEVICES EVICES 4' IN ICAL CONTROL BOARD PERMIT NO.
qUANTITIES ...r. THE CONTRACTOR SHALL 8E RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK
PER THE U.P.C. � �----�-- AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM
CUT: 170 CY WDID � NOT REQUIRED LESS THAN 1 AC. THE CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF
12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN FILL: 250 CY CONSTRUCTION. PHONE (909) 694-6411
CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF STEEP SLOPING IMPORT: 80 CY
TERRAIN OCCURS UPON WHICH FILL I5 TO BE PLACED, THE TERRAIN MUST 8E CLEARED, KEYED, 2. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF TEMECULA
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A REGISTERED CIVIL ENGINEER, TESsPUBLIC WORKS DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, GATED
SOIL ENGINEER, OR ENGINEERING GEOLOGIST 5HAl.L APPROVE PLACEMENT OF FILL. 4UANTITIE5 SHOWN ARE FOR PERMIT PURPOSES, BASED UPON DIFFERENCES CONSTRUCTION NO . OCT08ER 1998, AND SUBSEQUENT AMENDMENTS.
IN EXISTING AND PROPOSED CONTOURS ONLY, AND DO NOT INCLUDE SUB- 3• IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER, TO
13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES EXCAVATION, SHRINKAGE, SUBSIDENCE OR OTHER ADJUSTMENTS, THE CONSTRUCT TYPE D-
365 LF INSTALL STREET CENTERLLINE MONUMENTS A5 REQUIRED BY RIVERSIDE COUNTY
ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND GRADING CONTRACTOR SHALL VERIFY QUANTITIES FOR BID PURPOSES. O 6 CURB PER CITY OF TEMECULA STD. 204A
AM PROPERTIES FROM SILT DEPOSITION AND PONOING WATER DURING GRADING ORDINANCE No. 461.
DOWNSTREAM 0 CONSTRUCT TYPE A-6 CURB & GUTTER PER CITY OF TEMECULA STD. 200 145 LF
4� IT SHALL 8E THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE
OPERATIONS. PAVING NOTES
CONSTRUCT PRIVATE SIDEWALK AND HARDSCAPE 2180 SF CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT
FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS, AND FOR UTILITY WORK WITHIN
14. DUST SHALL 8E CONTROLLED 6Y METHODS APPROVED BY THE CITY ENGINEER, 1, MINIMUM PARKING LOT GRADE SHALL BE ONE (I.0) PERCENT
0 CONSTRUCT 3" AC PAVEMENT OVER 6" CL2 AGG BASE 109140 SF OFFERS OF DEDICATION FOR PUBLIC USE.
15. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE-TENTHS MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT 5. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING
(1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT 8Y A REGISTERED CIVIL 2• � CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY STD. N0. 207A 150 SF THE STREET SECTION INCLUDING, 6UT NOT LIMITED T0, THE FOLLOWING; SEWER, WATER,
ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30 3, AN APPROVED SOIL STERILIZER SHALL 8E USED ON ALL 5UBGRADE SURFACES PRIOR ELECTRIC, GAS AND DRAINAGE.
IN VERTICAL HEIGHT. TO PLACEMENT OF PAVING. O CONSTRUCT 1' WIDE CONCRETE STEP PER DETAIL SHEET N0. 2 90 LF
HA EMIT HALL BE APPLIED NOT LESS THAN (14) DAYS UO INSTALL ADA RAMP TYPE A PER DETAIL SHOWN ON SHEET N0. 2 1 EA 6• APPROVAL THE THESE PLANS 8Y THE CITY OR ITS AGENTS ODES NOT RELIEVE THE
16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYORS SHALL SUBMIT q., ASPHALTIC EMULSION (FOG SEAL) S APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF
CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED 1 EA ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL 8E GIVEN. IF AN ELEVATION WITH AT A RATE OF 0.05 GALLONS PER SQUARE YARD, ASPHALT EMULSION SHALL O INSTALL TRUNCATED DOMES PER DETAIL SHOWN ON SHEET N0. 2 APPROPRIATE PLAN REVISIONS SHALL 8E PROMPTLY SUBMITTED TO THE CITY ENGINEER
RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. FOR REVIEW AND APPROVAL.
ADJACENT GROUND SHALL BE GIVEN. Q INSTAL( SILT FENCE 140 LF
5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA 7. CURB DEPRESSION AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED
17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE THE THE REQUIREMENTS DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN �� INSTALL GRAVEL 3° THICK AT DWY FOR TEMP. SEDIMENT CONTROL 1000 SF ACCORDING TO STANDARD N0. 207 AND/OR N0, 207A, AS DIRECTED IN THE FIELD.
OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION & SEDIMENT CONTROL. ORDINANCE CITY RIGHT-OF-WAY.
�f INSTALL STEEL SHAKER PLATE AT CONSTRUCTION ENTRANCE 1 EA g, ALL STREET SECTIONS ARE TENTATIVE, ADDITIONAL SOIL TESTS SHALL 8E TAKEN AFTER
N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE 6. THREE SPECIAL INSPECTIONS ARE REQUIRED 6Y THE DEPARTMENT of PUBLIC WORKS, 150 LF ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS, USE STANDARD
STATE NPOES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE.
ONE INSPECTION AT SUBGRADE COMPLETION, AT BASE GRADE COMPLETION AND 12 INSTALL SEDIMENT CONTROL SAND BAGS (2 BAGS HIGH) N0. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED.
18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. DURING PLACEMENT OF ASPHALT. �3 6" P.C.C. PAVEMENT OVER COMPACTED NATIVE 120 SF g" PRIME COAT REQUIRED PRIOR TO PAVING ALL GRADE IN EXCESS OF TEN PERCENT.
NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL 8E PERMITTED. 7, THE CONTRACTOR SHALL 8E RESPONSIBLE FOR THE CLEARING OF THE PROPOSED
WORK AREA, AND REL,OCAriON AND COST OF ALL EXISTING UTILITIES. THE cirY PAINT (3" WIDE-12-INCH HIGH) " NO PARKING" 1 EA
10. PURSUANT TO THE CITY OF TEMEUCLA ORDINANCE N0. 90-12, THE DEVELOPER SHALL INSTALL
19. ALL PROPERTY CORNERS SHALL 8E CLEARLY DELINEATED IN THE FIELD PRIOR TO SHALL BE INFORMED ae HOURS PRIOR TO BEGINNING of CONSTRUCTION AT (95I)
L �g 1p5 LF ALL REQUIRED CABLE TV FACILITIES.
OF ANY CONSTRUCTION/GRADING. 694-641
O CONSTRUCT 1' WIDE V GUTTER PER DETAIL THIS SHEET
20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A g, A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 PERCENT
PUBLIC RIGHT-OF-WAY. COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION AND A PLACEMENT
OF ASPHALT PAVING,
21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIVE THE SOILS ENGINEER APT�T IC
APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR 9. COMPACTION TEST OBSERVATION OF 5U8GRADE OR BASE ROCK GRADE SHALL BE �T
OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE PROJECT LAWSON ASSOCIATES MR. BILL DALTON
REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION WITH OR PRECEDED &40935 County Center Drive, Suite A C/o NATIONWIDE LENDING GROUP
APPROVAL. BY COMPACTION TESTING. SHEET INDEX 41640 CORNING PLACE
10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE DIRECTOR SHEET No. QSCRIPTION Temecula Calif. 92591
PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR TO PLACEMENT OF �- (951) 719-1016 MURRIETA, CA 92562
22. THE ISSUANCE OF THIS E FAX (951) 719-1077 951.304.0633 FAX 951.304.0655
ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE BASE MATERIAL. THE DESIGN SHALL ADHERE TO THE METHODOLOGY SET FORTH IN 2 PRECISE GRANG PLAN
1 COVER SHEET
OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE CHAPTER 600 �OF THE CALTRANS HIGHWAY DESIGN MANUAL AND UTILIZE THE "OR" VALUE 3 EROSION CON�TIROL PLAN ENGINEER: i p
CONTRACTOR/OWNER/DEVELOPER 15 RESPONSIBLE FOR OBTAINING THE APPROPRIATE METHOD, THE R VALUE TESTS SMALL BE CONDUCTED IN ACCORDANCE WITH THE
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. CALIFORNIA TEST N0. .301 AND SHALL 6E PERFORMED 8Y A REGISTERED CIVIL ENGINEER. ASSESSOR'S PARCEL NUMBERS PROPERTY AREASxv
THE NUMBER AND LOCATIONS OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY 922-024-012 0.48 AC NEB Al 010VII en inee1"�'n
THE DIRECTOR OF PUBLIC WORKS. 922-024-013 0.58 AC GROSS
�1� ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION 203-6 OF THE 28362 VINCENT MORAGA DRIVE, SUITE C (951) 506-4869 (951) 506-4919 FAX
TOPO SOURCE CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION. ASPHALTUTIHICULA, CA 92590
OCT. 200a BY CLE ENGINEERING INC. SURFACE COURSE SHALL BE C2-AR-4000. MINIMUM THICKNESS IS 2 INCHES, MAXIMUM BENCHMARK �T� SITE s a
n er roan �erv-ic' eAlertBUILDING AND SAFTEY
g THICKNESS IS 3 INCHES. ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES SHALL
LEGAL DESCR"jr-PTION CONTAIN A BASE COURSE OF B-AR--4000, MINIMUM THICKNESS OF 2 INCHES. CY, ON MAINM5BEET 100'MARK � SOUTH ACROSSRTHE SREETTFROM�THE FORMER( P05T WATER -- RCWO TEMECULA, CARE92590 REVIEWED FOR COMPLIANCE WITH TITLE
CClII: TOLL FREE SEWER - EMWD 24 DISABLED ACCESSIBILITY ONLY
� LOT 9 THROUGH 14 OF BLOCK 22 PER MAP RECORDED IN 12. TWO SPECIAL INSPECTIONS ARE REQUIRED FROM DEPARTMENT OF BUILDING AND SAFETY OFFICE BUILDING AT A RESTAURANT FORMERLY THE FIRST NATIONAL BANK IN THE
1 ----,800K IS PAGE 726 OF MAPS SAN OIEGO COUNTY RECORDS. PRIOR TO POURING OF ANY CONCRETE IN DISABLED PARKING SPACES OR PATH OF TRAVEL NORTHEAST CONCRETE WALL 1.5' NORTHWEST OF THE EAST CORNER OF THE DOOR GAS - SOUTHERN CALIFORNIA GAS APPROVED BY:
g�� AND ONE INSPECTION AFTER ALL PAVING AND CONCRETE HAS BEEN PLACED IN DISABLED COLUMN AT THE EAST CORNER OF THE BUILDING 2.3' ABOVE THE CONCRETE STEP TELEPHONE - VERIZON E DATE
A STANDARD 015C STAMPED "J-63. 1927"
227-'6000 PARKING AND PATH OF TRAVEL AREAS. ADJUSTED ELEV. 1008.651 ELECTRIC - SOUTHERN CALIFORNIA EDISON PREPARED 7 20 05 L0175-076GR
7W0 WORKING PAYS BEFORE YOU DIG ADJUSTED 1970 BY RIV. CO. 600-7-68
REVISIONS DATE ACC'D BENCHMARK SCALE SEAL Designed By Drawn By Checked ByDRAWING N0.
CONSTRUCTION RECORD DATE 8YRECOMMENDED BY: DATE. � ���s CITY 0 F TE M EC U LA DEPARTMENT OF PUBLIC WORKS
QROFESS/pN�
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HORIZONTAL, ���'�° �'����Z PLANS PREPARED UNDER THE SUPERVISION OF PRECISE QRADINQ & EROSION C�JNTFiOL PContractorLAN -�
<� r y ACCEPTED BY: � `' DATE: � �� pa I
SEE ABOVE AS NOTED � No. 36308 � �'�--- ZG Gar RONALD J. PARKS ~R '
Date yA.\' ''• A%: DAL TON 2 M/XED-U5E BUILDING
Inspector ego. e/ao/oe DEPUTY DIRECTOR OF PUBLIC WORKS �;'° .3,.��� ,��-��'�
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.. ... ,. _........._. .�. _____.._. .._... �. .... SECTION C �
_, - 0.90
'•� EX. E1 1 .95 I w TS �, •
Q sEW. RIM.
+ + ��'-�--EXIST. 2 CAS pL
V
5 TH S TREE TI PART
I
I I 1.oa'
/ � TRUNCATED DOMES
• I I �
I NOT 7'O SCALE
CONSTRUCTION NOTES: .
101 2,80 FF
I EXIST. FINISH FLOOR
FEMA MAPPED FLOODPLAIN 0 CONSTRUCT TYPE D--S CURES PER CITY OF TEMECULA STD. 204A -0 ---- --
• I 1v� .a FF'
0 CONSTRUCT TYPE A�-$ CURD & GU T TE•R PER CITY OF TEMECULA STD. 200 ...�-. .�-. .._. 0 0
ZONE AE (COMMUNITY PANEL 060742 0010B) "1 I FINISH FLOGI?
MAP REVISED NOV, 20, 1996 I
FLOOD ELEVATION 100515 0 CONSTRUCT PRIVATE 4" THICK SIDEWALK AND HARDSCAPE
STEM wAL L
4 CONSTRUCT A PAVEMENT V R " I(� C S � COVER $ CL 2 A GC DA SE
I I --
CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY STD. NO. 207A
PROP, CONC.
CONSTRUCT I' WIDE CONCRETE STEP PER DETAIL SHEET NO. 2 GUTTER
Ex. GRauNa
INSTALL ADA DAMP TYPE A PER DETAIL SHOWN ON SHEET NO. 2
a INSTALL TRUNCATED DOMES PER DETAIL SHOWN ON THIS SHEET
SECTION D
N TS
9 INSTALL SILT FENCE
INSTALL GRAVEL THICK AT D WY FOR TEMP. ,SEDIMENT CONTROL
160INS TALL STEEL SHAKER PLATE A T CONSTRUCTION EN TRANCE
`evil sit fnes
91 INSTALL SEDIMENT CONTROL SAND BAGS 2 BAGS HIGH
! C
� l �951 1 FAX
,t ,F emecu�o, California ��94 PREPARED 7/07/05
G C SC P.C.C. PAVEMENT OVER COMPACTED NATIVE .
�AI'l�l A�r�
ti
20 a 10 20 40 0 PAINT (S' WIDE-�1 2- INCH HIGH) " NO PARKING"
BUILDING AND SAFTEY
REVI W FOR COMPLIANCE WITH TITLE
� ED a �O L C�
- @
�4 DISADLED ACCE'SSISILI TY ONLY
CONSTRUCT 1 WIDE 1/ GUTTER PER DETAIL THIS SHEET 71_�!_
SCALE: 1" 20' APPROVED BY:
AM E GATE
L0_05"=*076GR
Desi ned D Drawn D Checked B DRAINING NO.
CONST'RUCTION RECORD DAME BY REVISIONS BENCHMARKSCALESEAL � y � Y
�oEs�
��
. RECOMMENDED BYL.,, DATE.
CITY 0,F TEMECULA DEPARTMENT OF PUBLIC WORKS
Contractor HCIZt�NTAL FLANS PREPARED UNDER THE SUPERVISION OF
7
MOM � - - DATE: PRECISE CRAOIN PLANPG,"2 ACCE��ED BY
Inspector SEE SHEET NO. 1 Lrx . e 30 06 Date ..G RONALD J, PARKS hdti •.�:. la DAL TON 2
R I I
VERTICAL HECTOR L. dORREA DEPUTY DIRECTOR OF PUBLIC WORKS
a
C'v r..•rrr11•rrlr'
LOTS 944 OF BLOCK 22 M815 PAGE 726
..... . .......
Date Completed ��� a� R.C.E. NO. 36306Exp ..,; .;;.Cires ( n t ���A9 30 US o PA05--wOl 71 SHEET 2 OF 3
NA �' � R.C.E. _ 19��� __ _._..Expires
LEGEND STORMWATER PO TION PIAN NOTES EROSION AND SEDIMENT CONTROL NOTES:
1. INFORMATION ON 'THIS PLAN IS FOR EROSION AND SEDIMENT CONTROLS ONLY. SEE THE
FF FINISHED FLOOR ELEVATION 1. Eroded sediments and other pollutants must be retained on site and may not be transported from the site GRADING PLAN FOR ADDITIONAL REQUIREMENTS, A COMBINATION OF EROSION AND SEDIMENT
FS FINISHED SURFACE via sheet flow, swales, area drains, natural drainage courses, or wind, CONTROLS MUST BE IN PLACE FOR ALL SOIL-DISTURBING ACTIVITIES BY OCTOBER 1 OF EACH
HP HIGH POINT YEAR AND, AT A MINIMUM, MAINTAINED THROUGHOUT THE RAINY SEASON (OCTOBER 1
CURD FACE 2. Stockpiles of earth and other construction related materials must be protected from being transported from APRIL JO).
CF y
FL FLOW LINE the site b the forces of wind or water.
2. DISCHARGER CONTACT INFORMATION:
TIC TOP OF CURB J. Fuels, oils, solvents, and other toxic materials must be stored in accordance with their lietin and are not
PE PAD ELEVATION to contaminate the soli and surface waters, All approved storage containers are to be protected from the OF HECTOR CORREA HLC CIVIL ENGINEERING
weather. ill must cleaned immediately np i f in r p '
EXISTING CONTOURS Spills u be c ea ed up and disposed a a proper manner. Spills may net be (RESPONSIBLE PERSON FIRM
washed into the drainage system,
AT (951) g8-��SS9
i I I I I a. Excess or waste concrete may not be washed into the public way or any other drainage system, (24-HOUR PHONE NUMBER)
/ Provisions shall be made to retain concrete wastes on site until they can be disposed of as solid waste.
• w �. 'THE DISCHARGER IS RESPONSIBLE FOR THE IMPLEMENTATION AND MAINTENANCE OF ALL
•� �0 f I r•� � q `� • _ I �. Trash and construction related solid wastes must be deposited into a covered receptacle to prevent EROSION AND SEDIMENT CONTROL WORK, AND SHALL INSURE THAT WORK IS IN ACCORDANCE
EX, �� ,01 24 � I G•� � i 01 1� J � r�� i � � t,G'f I� I�•�' �: L�� 1� contamination of rainwater and dispersal by wind.
E�t� l�, BU WITH THIS APPROVED PLAN. IF SOIL DISTURBANCE MEETS OR EXCEEDS ONE ACRE, A WASTE
EX, DWY ��. `y ��D��`� DISCHARGE IDENTIFICATION NUMBER (WO10) ISSUED BY THE STATIE WATER RESOURCES
-- #pP2 768-1 / 0. Sediments and other materials may not be tracked,from the site by vehicle traffic. The construction
entrance roadways must be stab�lied so as to inhibit sediments from being deposited into the public way; CONTROL BOARD (SWRCB) SHALL BE PROVIDED TO THE CITY, IN ADDITION, ALL EROSION AND
rP n
.._---___- ���.__�Y��-__-__ ��.__-_-_____T f ___.�����.�_�____.��.����._�.___------�_ EX. Accidental depositions must be swept up immediately and may not be washed down by rain or other means. SEDIMENT CONTROLS OUTLINED IN THE SITES STORMWATER POLLUTION PREVENTION PLAN
t � -� ► (SWPPP) SHALL ALSO BE IMPLEMENTED, OR AS DIRECTED BY THE CIT'Y'S NPOES
pp 68 J 7, An slopes with disturbed soils or denuded of vegetation must be stabilized inhibit INSPECTOR,y p g red so as to hiblt erosion by NSPECTO .
EXIS IN PHAET ` ql-.PUBLIC A Y
_ wind and water, r
2,,S� DISCHARGER A.. .�. c� 0 ^ -.. �. 'THE D SC GER SHALL BE AVAILABLE WITH EQUIPMENT AND WORKERS FOR EMERGENCY
fir . A_ � , µ _ - ' WORK AT ALL TIMES DURING THE f�AINY SEASON. NECESSARY MATERIALS SHALT. 8E STQCKPILEq
/ - EP '`a�, �, AT CONVENIENT LOCATIONS ON SITE TO FACILITATE RAPID CONSTRUCTION AND MAINTENANCE OF
�� Ex. N0TE�.
2QFS a - � . �� _ c� , TEMPORARY EROSION AND SEDIMENT CONTROLS, TEMPORARY EROSION AND SEDIMENT i
� � ~��-�.. _ � � CONTRACTOR TO �N�'U�'E' �Tb�'M pf�A1N INLETS nd CONTROLS SHALL CONSIST OF BUT MIT
�� Nbr ALLOWpIMENT T� C�iSCt�Af�GfJ INTCJ BU V BE LI ED TV, CONSTRUCTING FACILITIES AND TAKING
LLU
L �E
MEASURES NECESSARY TO PREVENT, REDUCE, CONTROL, AND ABATE DAMAGE DUE TO
6'70 S `'� N3 hj -__- - STORM GRAIN, WATER, MU AN RI RESULTING �
1 �. r,` 0 �, I E D, D DEBRIS ESULT NG FROM EROSION AND SEDIMENT TRANSPORT/DEPC�SiT1bN
� r AGE AI?LrA IN. 01ALW pp TO PUBLIC AND PRIVATE PROPERTY FROM CONSTRUCTION ACTIVITIES OF THIS PROJECT.
iNSTAL.L� SEDIME'NT CONTRC SIL� T' o � r � � ?0,
g � --+ o AT �� .. S, CLEARING SHALL BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE GRADING, A
G S REQUIRE B 0 T T q
rE'NCE TYPICAL � � �� � �,_ �, ,� � COMBINATION OF EROSION AND SEDIMENT CONTROLS SHALL DE IMPLEMENTED IN AREAS THAT
PA HAVE BEEN CLEARED, THESE MEASURES MAY INCLUDE, BUT SHALL NOT BE LIMITED TOO
k, SEEDING, MULCHING, BLANKETS, MATS, DESILTING BASINS, GRADED BERMS, SAND AND OR
PA r,. _ o �,
PA PA .i �r ;, :��;;r;: aFS
% "q ....,::.: CONC�It; WA t GRAVEL BAGS, FIBER ROLLS, FILTER CLOTH, SILT FENCES, CHECK DAM% CHEVRONS, DRAINAGE
T AT INLET PROTECTION, ETC, CARE SHALL BE EXERCISED TO PRESERVE VEGETATION BEYOND THE
As R uiR 7>AcTaRs a INS GRADING LIMITS,E4 TALL. GRA VE"L FILLED BAG GAD NG L M S,
RJR ' �A C HIGH)
w _a - Aj ;�
2 a 0 �> � � S. ALL EROSION AND SEDIMENT CONTROLS SHALL BE IMPLEMENTED AND MAINTAINED (LE,
��--- ICI T YPI CA L
_ / � 6 INSPECTED, RESTORED, REPAIRED, OR MODIFIED) ON A CONTINUAL BASIS THROUGHOUTTHE
7.25T ���,�-� �. T T� SITE DURING CONSTRUCTION ACTIVITIES TO PROTECT DOWNGRADE PERIMETERS, ADJACENT
�.7 FS f r`" 8.40FS W 8. 0FS `' .r;: : GRAVEL CgNSTRUCTIC�N ENTRY PROPERTIES, ENVIRONMENTALLY SENSITIVE AREAS, WATERCOURSES, CURBS, GUTTERS, STREETS,
,� �� / m W w r� �� DRAINAGE INLETS, AND OTHER PRIVATE AND PUBLIC STORMWATER CONVEYANCE SYSTEMS.
CJ ���
�� r 0 �C)(� , 8.90FS r o° ,�ri�i#�:: AREMOVABLE EROSION CONTROLS, SUCH AS BLANKETS AND MATS, SHOWN ON THIS
'^� W wC rP.? r.r.. CONCRETE WASHOUT AREA PLAN, AND OUTLINED IN THE SWPPP (IF APPLICABLE , SHALL BE IN PLACE AT THE END OF
(�, _ -> cam,cn N.)`,J _� L DA )�, � �, �,, = ��, , ,�� �N) N DlN� ( EACH WORKING DAY THROUGHOUT 'THE RAINY SEASON. SIMILAR CONTROL DEVICES SHALL BE
o c3.UaTC _��__ _. � ' ,c '� ' ,;; c•� _Ti ' V. g �■r •r �r IMPLEMENTED DURING THE DRY SEASON, AS APPLICABLE TO MITIGATE DUST FROM WIND
• �, TOP
r� cn to r�rl
i r ,50F.� INSTALL SILT FENCE' TYPICAL
�.�� l i J� � � �.aaFs
� - 0 EROSION.
8.1 QF�- f A / pA f M R MP 9.�SF� -4 EXISTING B I4_DING STORAGE AREA FOR MATERAL AND WASTE S. DURING THE NON-RAINY SEASON SEDIMENT CONTROLS, H A R AN GUTTER
_ � E OLS, SUCH S CURE) D GU TE
`. . J � c�"GrF EX. FF= 12.86 �""�/ CHEVRONS, DRAINAGE INLET PROTECTION, SEDIMENT TRACKING CONTROLS, ETC,, SHALL BE
r� �.. .wr,,
CS 1� IMPLEMENTED, IN ADDITION, ANY N R.� 27 � CT-R � � � gNSTO MWA TER DISCHARGES ASSOCIATED WITH
/ o� CONSTRUCTION-RE ATE A TIVITi MUST PR
i 5 r. INSTALL STEEL SHAKER PLATE -RELATED C ES US BE EVENTED FROM REACHING STREETS, CURDS,
�, GUTTERS, AND ALL OTHER STORMINATER CONVEYANCE SYSTEMS. ROUTINE STREET CLEANINC3
c t~� SHALL BE PERFORMED BY DRY METHODS ONLY (LE, .
r� STREET SWEEPINq IF STREET WASHING IS
REQUIRED, APPROPRIATE BEST MANAGEMENT PRACTICES (amps) SHALL BE INSTALLED TO
_� ? / DIRECTLY ADDRESS THE WASHWATER, OR AS DIRECTED BY THE CITY'S NPOES INSPECTOR,
LA 010. F 9, ALL CONSTRUCTION ENTRANCES SHALL BE STABILIZED (LE" GRAVEL, SHAKER PLATES, ETC.)
C �'o?"; °aQl �j r ��" YEAR-�-ROUND TO PREVENT MUD, SEDIMENT, AND OUST FrROM BEING TRACKED OUT Off THE SITE
o S000$oo c > r� 0 0 9. 3
0 of°0°o°do� d ❑ ❑ BY VEHICULAR TRAFFIC.
.00 oynn),o. / 0 EX, CABLE
Qgpno �o� 08,25FF �`` TV 1p. ALL SILT AND DEBRIS SHALL BE REMOVED FR(7M CHECK DAMS, SILT FENCES, DESILT1Nf3
n
° oi, �4:L .G A t BASINS, CURBS, GUTTERS, SiTREETS, BROW DITCHES, TERRACE DRAINSr ANE) OTHER PRIVATE AND
'o °o o° O P STORMWATER M WA TCONVEYANCE o ,coo Q°°o PUBLIC S 0 ER SYSTEMS PRIOR TO AND AFTER EACH RAINSTORM.
vo°ooadoo°� SL10i ENT' IN DRAINAGE INLETS SHALL BE PROTECTED TO PREVENT SEDIMENT AND DEBRIS FROM ENTERING
QAOWo �/r r GI
,,p DOWNSTREAM STORMWATER CONVEYANCE SYSTEMS,
a do 0go ° ❑ cn
� - r� 11. THE DISCHARGER SHALL CONDUCT OPERATIONS IN SUCH A MANNER THAT STORMWATER
c , yo$ 04 i � '� � ,�� �� � �_.,._,, RUNOFF WILL BE CONTAINED ON SITE THROUGH DESILTING BASINS, EARTH BERMS, ETC., OR
0�40 0°0°00 w �� FILTERED THROUGH A SERIES OF BMPS, SUCH AS SAND/GRAVEL BAGS, SILT FENCE, FIBER ROLLS,
INSTALL STEEL �i R PLATE v off' 0 . 5F
f oao � --.--- .__..._..�.... � _..__ .w..V.w......_........_.... FILTER CLOTH♦. ETC., TO THE STORMDRAIN SYSTEM,
a o
? Q °°o ,v �� r �i oo Ld r.
1� THE DISCHARGER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
,� cs i. 011 � � � a 9.7r3F`S c� c_r., �, •� � c.,� •
Nt oQo°o°o0 �� ,� 09.79E EX. Al PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED AT
°o °poop o 150.7 A /, E E E W ER, DUE TO EROSION AND
¢ o o SEDIMENT CONTROL DEVICES, CREATES A HAZARDOUS CONDITION. CONFORMANCE WITH THE
1 ® y moo_ 7.39F.S 7,6 3F. 08,a.. F. 0 .55FS 9. �2 6 E 09.7'9F5_ 4 �jo f �,.
t X 7E - REQUIREMENTS alp' THIS PLAN SHALL IN NO WAY RELIEVE THE DISCHARGER FROM H13
L� RI S�.R . . RESPONSIBILITIES TO THiS SITE AND PROTECTING A JA NT PROPERTIES,
PA PA PA PA EX, FH D CE
N
_ _ 13, TEMPORARY OR PERMANENT OESILTING BASINS ARE TO BE CONSTRUCTEd, IF APPLICABLE,
-06 T7.a- --�- - .35 T � 4 T � � � 7 �� ~�- PRIOR TO GRADING OPERATIONS AND SHALL HAVE A MEANS FOR DEWA TERING TO PREVENT
.� __�_.
51' ,� a ,� o ail EX, ER �� �`` oo ��a'a � ��,� v, OVERFILLING BETWEEN STORM EVENTS,
a o E
T - _ 14. STORMWATER RUNOFF FROM GRADED AREAS SHALL NOT BE CARRIED OVER GRADED SLOPES.
TEMPORARY EROSION AND SEDIMENT CONTROLS ARE REQUIRED ON ALL. MANUFACTURED
� < 11 �`` 0 SLOPES UNTIL 7OX VEGETATIVE COVER HAS BEEN ESTABLISHED OR AS DETERMINED BY THE
X111 CITY S NPOES INSPECTOR. SLOPES MUST HAVE EROSION AND SEDIMENT' CONTROLS IN
o � ' `� `� `� ` �� PLACE PRIOR TO OCTOBER 1. SLOPES CONSTRUCTED AFTER OCT08ER 1ST SHALL HAVE
EROSION E CONTR E CONSTRUCTION OF SLOPE PROGRESSES,
AND SEDIMENT CONTROLS AS THE UC OG ESSES. ALL
/ EX. EP �.95 GRADED SLOPES �' OR MORE IN HEIGHT SHALL INCLUDE, BUT NOT BE LIMITED TO, SEEDING,
__. _.._... _ SEW. RIM. EL, MULCHING, SOIL STABILIZERS, SOIL BINDERS, VEGETATION, OR HAVE EROSION CONTROL
__,...__�.._.W.. _ E , S S S , COCONUT, STRAW/COCONUT RAW/COCONUT COMPOSITE, POLYPROPYLENE MATS
M..�.�._�...._,;... - �- -- �..� - BLANK TS SUCH H A T�RAW N T ,
�-EXIS�. 2 GAS ��
/ OR OTHER ACCEPTABLE MATERIALS INSTALLED, JUTE NETTING SHALL NOT BE USED AS A
STAND-ALONE EROSION CONTROL. IN ADDITION, SEDIMENT CONTROLS SHALL. BE PLACED AT THE
5 TH S TREE T TOE OF THE SLOPE AND IN INCREMENTS OF 10 FEET MEASURED VERTICALLY ON THE FACE OF
SLOPE FOR GRADES OF 3:1 AND GREATER.
15, PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED FREE
OF LOOSE SOIL, CONSTRUCTION-�RELATED MATERIALS, DEBRIS, AND WASTE AT ALL TIMES.
MATERIAL STORAGE AND WASTE HANDLING AREAS SHALL BE ESTABLISHED. APPROPRIATE
SECONDARY CONTAINMENT SHALL BE IMPLEMENTED FOR MATERIALS HAVING A POTENTIAL FOR
SPILLS OR LEAKS, CONCRETE WASH-OUT PITS SHALL BE CONSTRUCTED, IF APPLICABLE, AND
SHALL BE LOCATED AWAY FROM STREETS AND SIDEWALK RIGHT-OF -WAYS.
r
lea EMERGENCY ACCESSES SHALL BE MAINTAINED AT ALL TiMES (INCLUDING ACCESS TO
NEIGHBORING PROPERTIES),
17, NO OBSTRUCTION OR DISTURBANCE, OTHER THAN FILTERING BMPS, SHALL OCCUR TO ANY
EXISTING PUBLIC, OR PRIVATE, STORMWATER CONVEYANCE SYSTEM DURING THE RAINY
SEASON, UNLESS ADEQUATE TEMPORARY/PERMANENT DRAINAGE F"ACILJTIES HAVE BEEN
APPROVED AND INSTALLED TO CARRY SURFACE WATER TO THE NEAR93T PRACTICAL STORMORAIN
OR NATURAL WATER COURSE,
18. FILL AREAS SHALL HAVE EROSION AND SEDIMENT CONTROLS IMPLEMENTED WHILE BEING
BROUGHT UP TO GRADE TO ELIMINATE, REDUCE, AND CONTROL EROSION AND THE SILTATION OF
DOWNSTREAM FACILITIES AND ADJACENT AREAS DURING CONSTRUCTION PHASES. THESE
MEASURES MAY INCLUDE, BUT ARE NOT LIMITED TV, TEMPORARY OOWNDRAINS, EITHER IN THE
FORM OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL AREAS; EARTH BERMS AT THE TOP
OF SLOPES TO ADDRESS SURFACE RUNOFF'; EROSION CONTROL BLANKETS; SEEDING OR
MULCHING; CONFINED PONOING AREAS TO OESILT RUNOFF; TEMPORARY CHECK DAMS AND
FIBER ROLLS TO FILTER RUNOFF; SAND/GRAVEL BAG PROTECTION AROUND INLETS; AND
APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE OF THE TOP OF SLOPES
SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE FILM AREAS WHERE EARTHWORK
CONSTRUCTION NOTES: OPERATIONS ARE NOT IN PROGRESS.
19. THE DEPARTMENT OF PUBLIC WORKS' APPROVAL OF THiS PLAN DOES NOT RELIEVE THE
INSTALL1L.T' FENCE' DISCHARGER FROM HIS/HER RESPONSIBILITIES FOR TH CORRECTION OF ERRORS ANOMISSIONS/H � � � E OS D
DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL
�Q » BE PROMPTLY SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS FOR APPROVAL.
INSTALL GRAVEL � THICK A T aWY �'bF? TEMP, SEDIMENT CONTROL
1 INSTALL T SHAKER PLATE AT 20, THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANGES OR
LL EELS E' L E' CONSTRUCTION ENTRANCE
MODIFICATIONS TO THIS PLAN AS DEEMED NECESSARY.
�2 INSTALL SEDIMENT CONTROL SAND �AGS 2 BAGS HIGH)
zo o 10 20 40
SCALE: 1 20
2 36 MENT MORAGA DN. (451) 506-4669 � 1) 506-4979 FAX
IC
emecula, California 92590 PREPAREO 7107105
N TR TI N RE-CORD SEAL � i n rawn h k
CU � UC 0 DATE BY REVISIONS BENCHMARK Desi.................. gned�d By D By Checked ed By DRAWING NOi-i-,
SCALE �o��Ss�a
Q �.� RECOMMENDED BY:, DATE: ������ DEPARTMENT OF PUBLIC WORKS
Contractor '� �� ti�
PLANS PREPARED UNDER THE SUPERVISION OF
� ACCEPTED BYL_,,_.jf. � DATE: �� ��'
EROSION CONTROL AND SWPPP
Inspector SEE SHEET NO. 1 ion. ���nso�ss � '� RgNALO J PARKS �Ekp� �/�V/��l Date :i:.
:r:. DAL TON 2
VERTICAL HECTq L, CORR A DEPUTY DIRECTOR OF PUBLIC WORKS
M. LOTS 9---w14 OF BLOCK 22 M615 PAGE 726
Date Completed 1plet d �� � R,C,E, N r 36�+ 06 � �d . ..a� �,� Expires 0 O _ .._ 1,11,NA 0 a 0 0$.&d
cA _ R,C*E, No. 19744 . _ xpires
PA 05 0 171 SHEET OF J
" 4 N H
r