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Tract Map 3929 Lot 148 Precise Grading
C/lY OF TEMECULA CITY OF TEMECULA PUBLIC WORKS DEPARTMENT EROSION ANO SEDIMENT CONTROL NOTES GRADING NOTES FENCE � I 1. INFORMATION ON THIS PLAN IS FOR EROSION PREVENT/ON AND SEDIMENT CONTROL ONLY. THESE NOTES ARE For Moss, Rough, and Precise Grading PLINE ans k COMPREHENSIVE AND SHOULD BE APPLIED ACCORDING TO THE SITE-SPECIFIC CONDITIONS FOR EACH INDIVIDUAL 145±' ARIES PROJECT. THE DISCHARGER /S RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OFA COMBINATION OF 36' EXISTING �� -� 72f' (t/ARIES) �l 1. All grading and related activities shall conform to the Grading, Erosion & Sediment � EROSION AND SEDIMENT CONTROLS BY OCTOBER IST OF EACH YEAR FOR ALL APPLICABLE SOIL-DISTURBING �`y� Control Ordinance No. 04-04, and if applicable, to the State Water Resources Control Board A.C. PA VEMENT `°Ql ACTIVITIES (CLEARING, GRADING, EXCAVATING) AND ON ALL EXPOSED SLOPES THROUGHOUT THE ENTIRE SITE. Board NPDES Genera/ Permit for Construction Activities. � X - - - I` THE DISCHARGER /S ALSO RESPONSIBLE FOR ANY DISCHARGES FROM SUBCONTRACTORS. J &2f (VARIE�) ar PROPOSED 48f' (VARIES � 2. Buildin ad and drainage swo% slopes shall be o minimum of 19: Drainage swales o- 9 � 9 � 9 s RESIDENCE Z. STORMWATER RUNOFF SHOULD BE FILTERED PR/OR TO DISCHARGING TO A STORMWATER CONVEYANCE SYSTEM shall be o minimum of 0.5 deep and be constructed o minimum of 3 away from the top � � � 16t � I I �,/,`1 I WATERCOURSESSTREETS, FLOW-LINES, DRA/NAGE INLETS, ETC. ALL NON-PERMITTED DISCHARGES ARE of graded slopes. Finish grade shall slope away from all exterior walls of not less than O 16 - 20 Corral Areo FF =1145.81 �5(NATURAL � X if per foot for d minimum of ,3 feet. 3 'Q 3 g a PAD= 1145.31 �,� (MIN) /PROHIBITED FROM ENTER/NG ANY STORMWATER CONVEYANCE SYSTEM YEAR-ROUND. \ � � PAVED � �_1 q� _ _ _ J. Maximum cut and fill slopes shall be 2:1. � � DRIVEWAY <_1q, (MSN) 5� (MIN) J. DISCHARGER CONTACT INFORMATION. EXISTING PAD v 4. Provide, as applicable, concrete brow ditches designed to convey 100 year storm flows, 10/ � ~ MICHELLE & JOHN WICKES (951) ,303-,3455 or provide graded berms, along the top of all graded slopes over 3 in vertical height or m ,� m <_Ig; to 2q �5 � that are adjacent to graded areas to direct surface runoff away from the top of slopes. c.i p I ci •y'�1 (RESPONSIBLE PERSON) (COMPANY) (24-HOUR PHONE NUMBER) � d d rF `!�� SECTION lfi) lfiJ m 5. All yrading shall be done under the supervision of o Registered Civil Engineer, �'�sf• 4. IF SOIL DISTURBANCE MEETS OR EXCEEDS ONE ACRE, TH£ SITE MUST BE COVERED UNDER THE STATE GENERAL Soil Engineer, or Engineering Geologist who shall certify that all tills have been properly I �° V `D moa �9J r;* � EXISTING GROUND (TVP) SCALES: 1 = 20 Horiz, placed and who shall submit o final compaction report for all fills over 1 deep. J CONSTRUCTION PERMIT, A NOTICE OF INTENT (NOI) MUST BE FILED WITH THE STATE WATER RESOURCES �S � � - 1 = 10' Vert. n CONTROL BOARD (SWRCB), A WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER SHALL BE PROVIDED TO 6. A Registered Civil Engineer shall submit to the City of Temecula's Public Works �-�� THE CITY, AND A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE IMPLEMENTED THROUGHOUT Department o written certification of completion of rough grading in accordance with the '�W THE DURA TION OF THE PROJECT AND BE READILY AI/AILABLE ON SITE TO CITY AND STAGE INSPECTORS A approved grading plan prior to issuance of the building permit. Certification shat/ be o SWPPP TEMPLATE CAN BE DOWNLOADED FROM THE CITY'S WEB SITE AT WWW.C/TYOF/EMECULA.ORG UNDER to line, grade, elevation and location of cut / fill slopes. NPDES INFORMATION. 7. Fina/ compaction report will be required for all fills greater than one foot. w''�� � Q2 5. DURING THE RAINY SEASON (OCTOBER 1 - APRIL ,30), THE DISCHARGER SHALL MAKE AVAILABLE, AS 8. All gradin shall be done in confoimonce with recommendations of the preliminary soils �� Z ,y, CARIES - 59(MIN) VARIES - 41 (MIN NECESSARY, EQUIPMENT AND WORKERS FOR EMERGENCY WORK TO PROTECT THE SITE. ADDITIONAL EROSION investigation by T.H.E. SO/LS CO. dated DECEMBER. 2005 , Two sets o� the �3 o z X i AND SEDIMENT CONTROL MATERIALS SHALL BE STOCKPILED AT VARIOUS LOCATIONS THROUGHOUT THE SITE FOR lino/ compaction report shall be submitted to the Public Works Department which shall o -J � VARIES - 3,3'(MIN -� - -- -• -� -� �F . include foundation design recommendations and certification that grading has been W�:.;k 1 Fist IMMEDIATE IMPLEMENTATION. done in conformance with the recommendations of the preliminarysoils report. PORTION OF SECTION .36, T.7 S, R.3 W o v u x ' PROPOSED p -. Z� RESIDENCE CARIES �.��5 �� � ��,o� 00. 6 ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED, RESTORED, REPAIRED, OR MODIFIED REGULARLY 9. The contractor shall nofify the Public Works Department of /east 48 hours in advance � A� a 13 THROUGHOUT THE SITE TO PROTECT DOWNGRADE PER/METERS, ADJACENT PROPERTIES, ENI/IRONMENTALLY re nesting finish lot grade and drainage inspection. This inspection must be approved `-� NICN�� � DR�VEWAYFF =1145.81 � (MIN) SENSITIVE AREAS, AND ALL PRIVATE AND PUBLIC STORMWATER CONVEYANCE SYSTEMS /F ANY EROS/ON OR r or to buildingpermit clearance for each lot �,�1 PAD= 1145.31 SEDIMENT CONTROLS FAIL DURING THE RAINY SEASON, MORE EFFECTIVE ONES WILL BE REQUIRED /N THEIR PLACE. p �c� �o � �-�9' (MIN) - - - - - I- 2q-�� � � Public Works Deportment Phone: (951) 694-6411 'so (MIN) a 7. DURING THE RAINY SEASON, CLEARING SHALL BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE GRADING. A NpRTE �,�, �o COMBINATION OF EROSION AND SEDIMENT CONTROLS SHALL BE IMPLEMENTED /N AREAS THAT HAVE BEEN 10. Cut and fill slopes shall be protected with a combination of erosion and sediment qPM ��� Z�� ��{-� EXISTING PAD CLEARED. controls to protect the slope from erosion and instability during the grading phase. EXISTING GROUND (TVP) 8. DURING THE RA/NY SEASON, 11. Post-grading activities shall include, but not be limited to, installing, where applicable, �� gVENIDA EROS/ON CONTROL FOR GRADED SLOPES SHALL INCLUDE 100X VEGETATIVE � 10 0 ground cover, trees, shrubs, or a combination thereof in accordance with City codes �� CENTEN� ppp COVERAGE, WOOD MULCH, STAPLED OR PINNED BLANKETS (STRAW OR COCONUT), PLASTIC SHEETING (10-MIL), pnor to the approval of final inspection. Slopes over 4' in vertical height shall have �pNG � R ��.� �-� �F��s� SCALES: � = 20) Horiz. POLYPROPYLENE MATS, OR OTHER MEASURE APPR01/ED BY THE DIRECTOR OF PUBLIC WORKS. FOR SPRAY-ON permanent irr�gofion systems with bockl/ow prevention devices per the UP.C. NroN � � 3O r}. J CONTROLS, ONLY BONDED AND STABILIZED FIBER MATRIX PRODUCTS WITH MINIMUM APPLICATION R,4TES OF 3500 DEQ R � °BJ 7 = 10 Vert. It# x I" STAKE LB/ACRE AND 10 GAL/ACRE, RESPECTII/ELY, SHALL BE USED FOR GRADES OF 4:1 AND GREATER. JUTE NETTING12. fill material shall not be placed on existing ground until the ground hos been cored of THIS � SHALL NOT BE USED AS A STAND-ALONE EROSION CONTROL. /F HYDROSEED/NG /S IMPLEMENTED, THE weeds, debris, topsoil, and other deleterious materia% if steep sloping terrain occurs ITE upon which fill is to be /aced, the terrain must be cared, keyed, and benched into firm � STRAW WATTLE APPLICATION MUST ALLOW SUFFICIENT TIME FOR ADEQUATE SEED GROWTH. INACTIVE GRADED PADS SHALL BE p p y , 10" DIAMETER) natural soil for full support. A registered Civil Engineer, Soil; Engineer, or Engineering e D PROTECTED WITH ACRYLIC/LATEX POLYMERS, SOIL STABILIZERS, FIBER MATRIX, OR OTHER MEASURE APPROVED BY Geologist shall approve placement of fill. S� ROA � ��; � THE DIRECTOR OF PUBLIC WORKS _... .... .... .._ _._ .... .... .._ .... .... .... ._. .... .... L ,. ,. STRAW ROLLS MUST 13 Temporary drainage shall be provided until permanent drainage structures are installed. � j" ��' PROJECTED PLANE - -COMPACTED--�������=��-����������;� 8E PLACED ALONG � 9. SEDIMENT CONTROLS SHALL INCLUDE DES/LTING BASINS, GRADED BERMS, p ry 9 p '° 9 `� �F qR�T �-�• ��� ��- ��� -� FIBER ROLLS, SILT FENCES, GRAVEL-BAG � • • l A 1 to 1 Maximum from Toe -� - - - -FILL- - - - ��- --���-- �-��- SLOPE CONTOURS Protective measures shall be implemented to protect adjoining and downstream �. �- - � � �-�-- , ��� CHEVRONS (3/4" GRAVEL), CHECK DAMS, DRA/NAGE INLET PROTECT/ON, ETC. � of Slope to Approved Ground . ,.,, - ---� - - properties from silt deposition and ponding water during grading operations. �- -�� �-� -� ��•- ���- ���� -- � � .,� 8 BMP �. 10. ALL ONSITE AND OFFSITE FLOW-LINES (V-DITCHES, BROW-DITCHES, TERRACE DRAINS, RIBBON GUT/ERS, CURB 14. Dust shall be controlled by methods approved by the City Engineer. � O CALIFORNIA R -- -�� -��� ���� -- ---� -�• ���� �-� �- -�- -- ��- �- REMOVE GUTTERS, ETC.) AND DRAINAGE INLETS SHALL BE FREE OF SEDIMENT, CONSTRUCTION MATERIALS, CONSTRUCTION �� � ' � � Y..�'���_.."W:���� ����_�� `'� ROLLS-----(Stl'OW Wattle DETAIL _ .,. �-„_ ..., �� UNSUITABLE , Wi4STE, MISCELLANEOUS DEBRIS, AND DETERIORATED EROSION AND SED/MENT CONTROLS AT ALL TIMES. 15. Stability calculations with afactor-of-safety of of least one and five-tenths (1.5) shall be � � VICINITY MAP NATURAL Y.:�,,,,. _.. _ _..�.,_ �.3�a��.� MATERIAL N.T.S. cr NO SCALE GROUND submitted to the Public Works Department by a Registered Civil Engineer, Soil � --- -� 11. CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE PLACED /N WATER-TIGHT BINS WIRE MESH Engineer, or Engineering Geologist for cut and till slopes over 30' in vertical height. 2006 THOMAS GUIDE.' �•�� -- ~�-� , �q PAGE.• 958 a � �� �"�� ��-� 4 MIN. -.�,�,�� �� �`,:`�. . .: BENCH TRASH RECEPTACLES WILL NOT BE ALLOWED. WASH-OUT STATIONS SHALL BE PROVIDED FOR CONCRETE PAINTS AND p ���y�`Y' � �'�' �` _�` v STUCCO AND SHALL BE LINED WITH PLASTIC AND LOCATED AWAY FROM STREETS SIDEWALK RIGHT-OF-WAYS 16. A Registered Civil Engineer or Licensed Land Surveyor shall submit certification of GRID: J-4 3✓ � - �91MIN:.�2. � BENCH HEIGHT (Varies) ' , building ad elevations. Where specific elevations are required, the elevation (with (Typical)AND DRAINAGE INLETS. PRIOR TO ANY FORECASTED RAIN, B/NS AND WASH-OUTS SHALL BE COVERED W/TH A LlD 9 P P 9 � 15' MIN. )DO9 OR PLASTIC TARP PREVENTING ANY OVERFLOW INTO THE DRAINAGE SYSTEM. respect to mean sed level) shall be given. It an elevation with respect to adjacent 2 MIN. LOWEST ground surface is required, the actual distance above the adjacent ground shall be KEY DEPTH BENCH (KEY) FIL L SLOPE EX EX/STING 12. CONSTRUCTION ACCESSES SHALL BE STABILIZED WITH A COMBINATION OF GRAVEL AND SHAKER PLATES YEAR-ROUND given. KEYING do BENCHING DETAIL N.T.S. r � EX GRADE/ ELEVATION TO PREVENT TRACK-OUT ONTO STREETS. FOR RESIDENTIAL DEVELOPMENTS WITH STREET GRADES � CENTERLINE EXCEEDING 2�; INDIVIDUAL DRIVEWAYS SHALL ALSO BE PROTECTED WITH GRAVEL TO PREVENT TRACK-OUT ONTO 17. EROSION AND SEDIMENT CONTROL: The permittee shall abide by the requirements outlined in the City of Temecula Grading, Erosion & Sediment Control Ordinance NOTE: ALL KEYING & BENCHING SHALL CONFORM TO THE UNIFORM R/W RIGH T-OF-WAY (ROW) INTERIOR STREETS. GRAVEL SHALL ALSO BE PLACED ON DRIVEWAYS THAT ARE USED TO ACCESS INDIVIDUAL LOTS. No. 04-04 throughout the duration of the project, including adherence to the BUILDING CODE (LATEST EDITION), APPENDIX CHAPTER ,33, AS AMENDED 2:1 SLOPE RATIO (LENGTH.-HEIGHT) ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACK/NG /S OBSERVED. State NPDES Permit for Construction Activities, if applicable. BY ORDINANCE No.457 AND PER ANY SO/LS REPORT FOR THIS PROJECT. <-2.00% PERCENT Of GRADE VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEPERS BECOME INEFFECTIVE. CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS. HOWEVER, DRAINAGE 18. Existing drainage courses shall continue to function during the rainy season. 80 PROPOSED FG CONTOURS INLETS SHALL BE PROTECTED TO FILTER THE WASHWATER. E%5FF FINISHED FLOOR No obstruction of flood plains or natural water courses shall be permitted. 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO T/MATED RTHWORK: FG FINISHED GRADE 13. SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DAMS, CHEVRONS, SILT FENCES, DES/LTING BAS/NS, STREETS, 19. All grading comers shall be c%or/y delineated in the field prior to commencement 4 BY 4 IN (10 BY 10 CM) THE POSTS. FS FINISHED SURFACE ONSITE AND OFF-SITE FLOW LINES, DOWN GRAD/ENT DR4/NAGE INLETS AFFECTED BY A DISCHARGE FROM THE SITE, of any construction/grading. TRENCH UP SLOPE FROM AND CUT = ,380 CUBIC YARDS W, FIRE HYDRANT (F.H.) AND OTHER PR/SATE AND PUBLIC STORMWATER CONVEYANCE SYSTEMS PRIOR T0 AND AFTER EACH STORM EVENT. ALONG THE LINE OF POSTS. FILL (w/Estimated 15q Compaction) _ ,380 CUBIC YARDS FOR RESIDENTIAL DEVELOPMENTS, SILT FENCE SHALL BE INSTALLED ALONG INTER/OR STREETS AND COMBINED WITH 20. the perrnitee must obtain an encroachment permit prior to any work within o GB GRADE BREAK GRAVEL-BAG OR SILT-FENCE-CHEVRONS INSIDE THE SIDEWALK RIGHT-OF-WAY, WHERE APPLICABLE. public right-of-way. BALANCED SITE --� D CUBIC YARDS HP HIGH PO/NT LP LOW PO/NT 14. DESILTING BASINS SHALL BE CONSTRUCTED AT THE START OF ALL GRADING OPERATIONS AND SIZED ACCORDING TO 21. Approval of these plans by the City or its aIUS gents does not relieve the applicant _i �`! ENGINEER'S ESTIMATE OF MAX MAXIMUM THE STATE GENERAL CONSTRUCTION PERMIT (3600 CUBIC FEET OF STORAGE PER ACRE DRAINED), EVEN IF THE and his engineer from the responsibility for the correction of errors or omissions �-- �� �� �' SITE DOES NOT REQUIRE COVERAGE UNDER THIS PERMIT. WATER SHALL BE FILTERED AND DRAINED FROM THE discovered during construction. Upon request, the appropriate plan revisions shall � / �j / CONSTRUCTION NOTES.• PROBABLE QUANTITIES: MIN MINIMUM BASINS BETWEEN STORM EVENTS. be promptly submitted to the City Engineer for review and approval. �----- C�t CUT-FILL / DAYLIGHT UNE �� �' 1 CONSTRUCT 20' WIDE (16' MIN. PAVED DRIVEWAY PER CITY OF TEMECULA 4785 S.F. ..,_ . . . _.._.15. STORMWATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWN DRA/NS INSTALLED. 22. The issuance of this permit by the City of Temecula does not imply or provide any 0 � 1SWALE/ FLOWLINE (FL) TEMPORARY EROSION AND SEDIMENT CONTROLS ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT clearances from state or federal agencies regulating the provisions of state or �� 4 IN (10 CM) REQUIREMENTS & OR/VE APPROACH PER CITY OF TEMECULA STD. No. 207 71,83 PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. FIBER ROLLS SHALL BE INSTALLED /N INCREMENTS OF 10 federal endangered species acts or wafer quality regulations. The Contractor/Owner/ U2 PROTECT - IN - PLACE. AS SHOWN � PROPOSED SPOT ELEVATION FEET MEASURED VERTICALLY ON THE FACE OF SLOPE FOR GRADES OF ,3.•1 AND GREATER /N COMB/NA710N WITH Developer ;s responsible for obtaining the appropriate clearances from these J. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE FIBER MATRIX PRODUCTS OR BLANKETS SILT FENCE SHALL BE INSTALLED AT THE TOE OF ALL EXPOSED SLOPES agencies prior to any site disturbances or grading. THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. 03 CONSTRUCT CONCRETE DRAINAGE SWALE (BROW DITCH PER DETAIL ON SHEET GR-2. 350 L.F. � RIP RAP EROSION PROTECTION ,�' OR MORE /N HEIGHT. INTO THE TRENCH. BMP _O INSTALL LIGHT (18" AVG. ROCK SIZE) RIP RAP EROSION PROTECTION (LENGTH & 9 C.y ma� mmm � WIDTH PER PLAN AT 2 FEET MINJDEPTH PER DETAIL ON SHEET GR-2S/LT FENCE (EROSION CONTROL) 16. MATERIAL STORAGE AREAS SHALL BE ESTABL/SHED. FUEL TANKS, PORTABLE TOILETS, LIQU/DS, GELS, AND NPDESZN01fSWRCB N0TE: � (2411 POWDERS SHALL BE STORED AWAY FROM STREETS, SIDEWALK RIGHT-OF-WAYS, AND DRAINAGE INLETS AND SHALL I II I I I �I I P�) AND PER CALIFORNIA STORMWATER BMP HANDBOOK STANDARD No. EC-10. o000000o STABILIZED CONSTRUCTION ENT. HAVE SECONDARY CONTAINMENT. STOCKPILES OF SOIL SHALL BE PROTECTED PRIOR TO A FORECASTED RAIN. TOTAL SITE AREA (LOT 148) = 0.82 ACRES �(( I I I � FILTER FABRIC I���� 00000000 WITH WITH SHAKER PLATES (Typ.) III I BMP -O5 SILT T FENCE EROSION CONTROL PER DETAIL ON THIS SHEET AND PER CALIFORNIA 585 L F. 17. ALL PORTABLE MIXERS SHALL HAVE PLASTIC UNDER-LINERS T0 CONTAIN SPILLAGE. GRAVEL BAGS SHALL ALSO BE PROPOSED DISTURBED AREA = 0.4 3 ACRES � I � � - - - - - WIRE PLACED ON THE DOWN-HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES RESULTS = 0.43 Ac. < 1 .00 Ac. /-�' � �- I � - STORMWATER BMP HANDBOOK STANDARD No. SE-1. BMP _ BEST MANAGEMENT PRACTICE �-/ � 6 CONSTRUCT EARTHEN BERM & DRAINAGE SWALE ALONG TOP OF FILL SLOPE AND OR 790 L.F. (STORMWATER QUALITY) C RE SITE AREAS WHERE IMPOUNDED WATER DUE TO EROSION N 0 N 01 REQUIRED � - _ - - - - - _ O � GRAVEL BAGS (EROSION CONTROL18. THE DISCHARGER SHALL PROPERLY POST AND SE U -T m mEDGE OF PROPOSED PAD PER GRADING NOTE No.2 AND PER DETAIL ON SHEETGR-2. � AND SED/HENT CONTROL DEI//CES OR ANYTHING ELSE, CREATES A HAZARDOUS CONDITION TO THE PUBLIC. HOWEVER, EMERGENCY ACCESSES SHALL BE MAINTAINED AT ALL TIMES. Q BMP -Q7 INSTALL STABILIZED CONSTRUCTION ENTRANCE WITH SHAKER PLATES PER DETAIL ON j EA. FIBER ROLLS (STRAW WATTLES) 19. Nd OBSTRUCTIONS, OTHER THAN SEDIMENT CONTROLS, SHALL BE ALLOWED AT ANY EX/ST/N� PUBLIC, OR PRII/ATE, NOTE.' SILT FENCE SHEET GR-2 AND PER CALIFORN/A STORMWATER BMP HANDBOOK STANDARD No. TC-1. Q LP 07,w 03BG R STORMWATER CONVEYANCE SYSTEM, UNLESS ADEQUATE TEMPORARY OR PERMANENT DRAINAGE FACILITIES ALL BEARINGS, DISTANCES AND EASEMENT INFORMATION BMP -08 FIBER ROLLS (STRAW WATTLE) EROSION CONTROL PER DETAIL ON THIS SHEET AND 270 L.F. L D 05=�39G R HAVE BEEN APPROVED BY THE DIRECTOR OF PUBLIC WORKS TO CARRY SURFACE WATER TO THE NEAREST SHOWN HEREON WAS COMPILED FROM RECORD MAPS BMP PER CALIFORNIA STORMWATER BMP HANDBOOK STANDARD No. SE-5. PRACTICAL STORMDRAIN OR NATURAL WATER COURSE. ONLY. THIS MAP DOES NOT REPRESENT AN ACTUAL BMPoQ9 GRAVEL BAG BARRIER EROSION CONTROL PER DETAIL ON SHEET GR-2 ANO PER .35 EA. REF: LDO 1 -0 8 9 C�R 20. FILL AREAS SHALL HAVE EROSION AND SEDIMENT CONTROLS IMPLEMENTED WHILE BEING BROUGHT UP TO GRADE. TITLE SEARCH CALIFORNIA STORYWATER BMPTHESE MEASURES INCLUDE.• TEMPORARY DOWN DRAINS (PIPES OR PAVED DITCHES WITH PROTECTED OUTFALLS); PRII/ATE ENGINEERS NOTICE TO THE CONTRACTOR: HANDBOOK STANDARD Nos. SE-6 & SE-8. EARTH BERMS AT THE TOP OF SLOPES; VEGETAAON; MULCH; FIBER MATRIX PRODUCTS; BLANKETS; PONDING SOLS TESTING: �/E EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR APPLICANTS ALE AREAS; CHECK DAMS; FIBER ROLLS; GRAVEL BAGS AROUND DRAINAGE INLETS; AND APPROPRIATE GRADING TO TOPOGRAPHIC SURVEY BY• C/�lL ENGINEER: OWNER: DIRECT DRAINAGE AWAY FROM THE EDGE OF THE TOP OF SLOPES T.H.E. SOILS, COMPANY STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH JMV CONSUL TANT S & A CL E ENGINEERING, INC. 41548 EASTMAN DRIVE OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE JOHN T REINHART RCE. MICHELLE & JOHN R WICKES � T 21. SLOPE PROTECTION MUST BE /N PLACE DURING THE RAINY SEASON PRIOR TO THE ISSUANCE OFA CERTIFICATE OF � ARE NO EX/STING UTILITIES OR STRUCTURES, EXCEPT THOSE SHOWN ON PMB #199, 40485 MURRIETA DIAL TOLL FREE OCCUPANCY TO PREVENT EROSION. 26608-B PIERCE CIRCLE UNIT G THESE PLANS THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF P O. BOX 2105 32947 NOVARA CT. MURRIETA, CA 92562 MURR/ETA, ANY EX/ST/NG ITEMS BEFORE COMMENC/NG ANY WORK. THE CONTRACTOR HOl SPRINGS RD. SUITE B-4 22. THE DEPARTMENT OF PUBL/C WORKS RESERVES THE RIGHT TO MAKE CHANGES T0 THIS PLAN. THECA 92562 /S ALSO REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT TEMECULA, CA 92553-2105 TEMECULA, CA 92592 MURRIETA, CA 92563 v �'8OO-ZZ�-2600 TEL. (951) 698-18,30 TEL: (951) 894-2121 THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT TEL: (951) 757-4532 TEL: (95>) ,30,3-,3455 AT LEAST TWO DAYS DEPARTMENT'S APPROVAL OF THIS PLAN DOES NOT RELIEIiE THE DISCHARGER FOR CORRECT/ONS OF ERRORS AND SHOWN ON THESE PLANS AND /S RESPONSIBLE FOR THE PROTECTION EMAIL: jGckhort99@verizon.net CELL: (951) 236-,3882TEL & FAX.• (951) 600-9907 BEFORE YOU DIG OMISSIONS DISCOVERED DURING CONSTRUCTION. FAX.• (957) 698-8656 FAX.' (957) 894-2122 OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. E-MAIL: immcon@Gdelphio.net UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: �ess�q� Designed By Drown By Checked By Drawinq No. V(6e4 !i r t � 1 .25" � � � JMMJTR JMMCon JTR RECOMMENDED BY /_I�� DATE• �.5 �� C/TY OF TE/IiIECl/LA DEPARTMENT OF PUBLICcontractorFOUND IRON PIPE, Horiionfal � O� 9� TAGGED L.S. 3799, AT � � �� �� l s Prepared Under Supervision of �/ I � ,:� 5 0� PRECISE GRADING &' EROSION CONTROL PLAN FOR THE NORTHERLY PROPERTY R.c.E. rvo. 23464 ACCEPTED BY.• JDATE. Inspector As Shown � WICKES " R AW fCORNER OF SUBJECT LOT � Exp. ,z/s,/o7 �c Date -���fQ�� RONALD J. PARRS �A�� RESIDENCE 1/ertical J N T. REl ART, P.E. DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER d ="Y�Y ;r, Date Completed 148, M.B. 62/67-80. s �C��/1�.��P 12 3VO 7 �., ...;;'' ��AY;: �� 29 765 DEL REY ROAD � A.P.N. 921 - 120-006 ELEV.= 1133.2 (ASSUMED). As Shown c� �,��F R.GE. No. 2, 464 Ex ices � R.C.E. No. 19744 Expires. 9/3%7 'moi$ � Sheet 1 of 2 PLOT 148 OF TRACT 3929, M.B. 62167-80 . I - . . . . . I . . I . . __ - - __ -- - - - -__ __ ___ - . . .- _____ __ - . - ... .....--..--.----- .--...... - -- __- . . . .... . . . . -.--.... 1 4 . d" 4,0" __ - to , - :- I . � / -� R .-,: .. I. .Q . �, I .. , .::� ? .��' .. i 18 j 18" 1 , __W , �0 .. �;.. / � : .. 1; / �, !" I / q� v .. . � _&1, . i :- � " . - NOTE., If Driveway is to be . 1 : ��,-:, ... ./ i � " / , .�� m 044 __1% - , . I I .. / I t / ....I. /-7......, Z . I � , , '. ..) : I � 6n 6' 4o .. . . � :, I 41_,� 7 Z I I Y, e ...1 . ..� / .:, - , / / r .!� / ,. '.., .. . . ( � � I I ;.L� : 4f .* . I , . �,., . I .., ,. ..... ...e \ / I - -� I I I ): .,:.:.--,-. 4. �:-, - ... 'I Gated, All Gates shall be Provided Q100 WATER SURFACE., .. , . I I / I / , , �� � . .�, ,�> I �, I , ", , , ."..... .:� ... . � . I -, / nX �; 1. . . . .: " / ��" :` ,.f.'.. �-f .` 3,0 .e:` . .. I � I �'.. I �.-� *11 ..7. :,-,. . 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RECOMMENDED BY.- Z1111110%,X00 - *a I DA TE.- 4/a-v�/��4 ClrV OF rAFAfAFC11LA DEPARTiVENT OF PUBLIC WORKS . /,of s -t1mm1jTR - I JMMCon - . J TR ____ - e.do 4_# %O . .0 ,b .- . . 3/060/ J-0'0- /1\ Z#'V1"4_ e_4 :Shewt .zolez --- '%% Contractor IF FOUND 1 .25" IRON PIPE, Hofizontal 1%3 1001% % / ns Prepared Under Suparvision Of . - . TAGGED LI.S. 3799, AT Z . - "k,II . ACCEPTED B t I DATE: j� je o'X-j PRECIS- E GRADING & EROSION CONTROL PLAN FOR " . . THE NORTHERLY PRO - R.C.E. NO. 23464 1 49R 2 Inspector I` 20" V� Date .�i�,Iwlz ej& RONALD J. PARKS X.Nlr. Wiclres Resh few c e - . .. CORNER OF 'SUBJECT LOT Vertical �c Ex p. 1 2/31/07 -�f JbHN-I. REINHART, P.E. � DEPW D(RECTOR OF PUBLIC WORKSICITY ENOINffR 9 . a _... . . . .... A17W.Vit 148, MoB. 62/67-808, %, I I .:. - ,P,N, 921 - 120-006 Date Completed I'le C/V .-:-i�6�:-. I Sheet 2 of 2 wl"m . ELEV.= 11 33.2 (ASSUMED). As Shown W %V R,C,E. No. 2J464 Expires I g13 1107 R.C.E. 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