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HomeMy WebLinkAboutPGP EXPANSION PLANS 2014 Grading Notes Grading Notes (cONTIwED) Construction Notes 1. ALL WORK SHALL BE DOPE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE ORDINANCES NO. 801 AND 882 AND 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY A I7ECT AL ANS F Owner Engineer APPLICABLE STANDARDS AND SPECIFICATIONS AND LATEST DRAINAGE PROVISIONS MUST BE USED TO PROTECT OEAIOL I TION PLANS EDITION OF THE U.B.C., APPENDIX CHAPTER 33. ADJOINING PROPERTIES DURING THE GRADING PROJECT `� CONSTRuci 4 CONCRETE PAVEMENT OVER 12 11 THERMAL ELECTRONICS RENCIVIL 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE - - _ 52 ACTED NATIVE. CONCRETE CLASS 1990 NNORCO DRIVE 25631-"B" ADDISON ST �� SHALL BE 560-C-3250 P.C.C., CURED WITH DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY PROVIDED AND MAINTAINED DURING THE RAINY SEASON "`�`-� WHITE BE NTED CORING COM°OUro WITH, NONCOM CA 92860 MURRIETA, CA 92562 OPERATION AND SHALL BE IN PLACE AT THE END OF EACH DAY'S ��/!yam [BERrESH PER uANUFAc7uRER - (951) 674-7771 951.696.9902 3. THE DEVELOPER AND/OR CONTRACTOR SHALL NOTIFY ALL WORK \ /... I (951) 674-9774 FAX RIMY NUNEZ X202 UTILITY COMPANIES AND U.S.A. ALERT 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE �- '� / I R DETAILS ON A BUTCH NOL X 204 RU)YGIRENCIVIL.COM JOINTS ILS 4. C LS (1-800-227-2600) 48 HOURS PRIOR TO GRADING CONSTRUCTIONS SAFETY ORDERS PRODUCE-'!`' :-'.,.-, _ _ \\� 10 Xto SQUARE PRESIDENT 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING 29. THE LOCATIONS AND PROTECTION FOR ALL UTILITIES IS . `- - , _ �, 3 6 DETAIL 4 371 LF A I" t/A h t t DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF THE RESPONSIBILITY OF THE PERMITTEE - > ,4 C 6 1 11G pp Ivan rC 1 eC BEGINNING GRADING OPERATIONS 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE �z = - "� _�'�� DETAIL ON SHEET 4 Topography 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER JOB SITE AT ALL TIMES -5-CONSTRUCT FLUSH CURB PER DETAIL ON SHEET4 134 LF "�+ \��� RIEGER AND ASSOCIATES T •', a, PROVIDE PARKING RAPER-STOPS STOPS WHERE OCCURS 14 EA METHODS APPROVED BY THE CITY ENGINEER 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE c �I�'� �T4 �- ,'r"U '�`X 6 CONST T "TO 0'7 ITION CIFe PER 3 G Nit. KON2AD RIEGER AIA AFIELD SURVEY WAS 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL SITE FROM BEGINNING TO COMPLETION OF GRADING _W_-�� ` =7t `,..:.. p \ 7 40440 CARMELITA CIRCLE PERFORMED JANUARY, 2013 TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, AND OPERATION - - J '>.e e 7 COAST 7 R PER TA TEMECULA CA 92591 BY RENCIVIL ENGINEERING SHALL BE SHOWN ON THE PLAN 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION - �'� ' 1/ 'i `!� '` �- !q/w� � \\ '°'^ a INSTALL 24 HOPE STORM DRAIN PIPE PER III (951) 676-3759 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN (957) 515-8130 CELL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, SHALL BE EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS � `` ��`� T ,4 '~, 9 INSTALL 12 HOPE STORM GRAIN PIPE PER *4 SHOWN ON THE PLAN, AND SHALL NOT HAVE LESS THAN AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN -��, � '�` .N A Legal Description Site Info. 90%RELATIVE COMPACTION OUT TO THE FINISHED ACCORDANCE WITH ORDINANCE NO. 882 PRIOR TO THE ``���` t <1" '�i 10 ALL A I SURFACE APPROVAL OF FINAL INSPECTION _ _ `� I SECTION PER DETAILS ON ADDIET 4 �� " Q �'' J F „'`+ \., PARCEL 1,2 AND 3 OF LOT LINE APN 377-220-17,28,29 _ 5E 11 DEEPEN CURB AND GUTTER AN ADDITIONAL 1 1 8. FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT � "'=y 1 4 �� �� S\\ w OVER TIE STAroAl2D ADJUSTMENT 90-5. AS RECORDED ON MAY ACREAGE=3.03 AC I COMPACTION OF 90%RELATIVE TO THE MAXIMUM DRY SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE T ' R lT-''�.�.. '" NS ALL -0-EXI :,,�,_ l W 6, 1990 IN INSTRUMENT NUMBER 180161. DISTURBED AREA=0.74AC c = 1 ,, TRANS[TTON AILS ON IN THE COUNTY OF RIVERSIDE, STATE OF T6SR4W SEC 5 k 6 DENSITY AS DETERMINED BY THE MODIFIED FIVE LAYER SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING _ _ i`~ t9 a \ �., RET AS PER THE ASTM STANDARD D1557-70 TEST METHOD FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM - r - 1 CONSTRUCT AINING WALL (CHAIN LIT ARCH PLA PER tY CALIFORNIA AS PER THE OFFICIAL 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE I �.`I /{, •+ !�A 1 '` RECORDS OF THE COUNTY RECORDER OF P.DEBRIS, SCARIFIED, AND INSPECTED BY THE GRADING SHOWN ON THESE PLANS I -- ..�^ y. 1 i\-� �`_L SEPARATE PERMIT SAID COUNTY. INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE I III ' \\ - - 14 SHOE TRUCT BICtENT10N SHALE PER.DETAIL ON lF TO THE PLACING OF FILL BLUE TOP PER FINISHED PAD, PRIOR TO ROUGH GRADE I - ' 15 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL APPROVAL ARCH I I _ 1 IT TUR EC AL PLANS SHALL BE PLACED UNTIL PREPARATION OF GROUND IS 35. APPROXIMATE DATE OF: - "" - - I�-I ` T �\ \ "�\ 16 PROTECT EXISTING PAVEMENT IN PLACE VA Legend and Abbreviations APPROVED BY THE SOILS ENGINEER BEGINNING OPERATION+ MARCH, 2014 17 PROTECT EXISTING ORB IN PLACE A 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL COMPLETION: AUGUST, 2014 III {,` �� to REMOVE EXISTING FIRE HYDRANT AND 1EA EXTERIOR WALLS AT NOT LESS THAN 1/2" PER FOOT FOR 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A 1 -- - -_ _ _ 19 71E IN TO EXISTING REINSTALL IN RELOCATED LOCATION AS SHOWN CONCRETE LEGEND ABBREVIATIONS HEADWALL 1 EA A MINIMUM OF 3', THEN 1% (MINIMUM) TO FLOWLINE OF MAXIMUM DIMENSION GREATER THAN 3" WILL BE PLACED '' - \ '-Z-i CONCRETE COLLAR DETAIL ON SHEET 4 EARTH SWALE IN FILLS WITHIN ROADBED AREAS OR 3' OF FINISH ----- `,�i \ 7 T 4" CONCRETE SIDEWALK3449 A-A=SECTION LETTER AC ASPHALTIC CONCRETE 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE GRADES, UNLESS THE LOCATIONS, MATERIALS, AND - II 77/�%/ /// H. F NI BF BOTTOM OF FOOTING 21 CONSTRUCT VARIABLE HEIGHT ORB PER DETAIL 21 LT 9=SHEET DETAIL IS W SHALL BE 1% IF CUT OR FILL SLOPE IS LESS THAN 10'. DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE ,,.III A , -0 SHEET 4 BW BACK SIDEWALK SOILS ENGINEER SLURRY BACKFILL EXISTING CULVERT AND t EA A-A=SECTION LETTER BWV BAD(WATER VALVE AND 2x IF CUT OR FILL IS GREATER THAN 10'. I �II I - \ AI9ANDDN IN PLACE DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5' DEEP 37. THE DRAINAGE DEEVICESTANDTOBTADIN INSPECTION BEFORE w II I rOPOSED FILL IN EXISTING STAKES FOR ALL NON-FUNCTIONAL DITCH AND 1EA -=DETAIL ON THIS SLEET EDGE OF PAVEMENT AND CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF GRADE TO DRAIN IX EXISTING CUT OR FILL SLOPES APPROVAL I I ti. -- �% TAI �� 1 24 EXISTING DITCH TO DRAIN INTO 1 BOUNDARY LINE I BU,I LDI NG FG FINISH GRADE 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL I - 1 CENTERLINE 13. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT o '�///// - INSTALL 24 CLASS [V RCP S%DRAIN PIPE FF FINISH FLOOR RETAINING WALLS ARE APPROVED BY THE BUILDING j` "' EDGE OF PAVEMENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH - -- PP SLURRY BACKFILL FL FLOW LIRE DEPARTMENT L� i' - - 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 1W INSTALL 12 WIDE X 18 DEEP CONCRETE 1 FA DIRECTION OF FLOW YEAR 39. THIS SITE HAS OBTAINED A NATIONAL POLLUTANT �! Ire RA[NGAROEN crEawAM CURB AT LEVEL FS FINISH SURFACE STORM FLOWS ALONG TOP OF CUT SLOPES 100- 1 D GROUND CONTOUR 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT TO " '� E EVATION AS DOT IN AN XR GRADE BREAK REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER - '"�% 27 INSTALL 6 MINUS ANGULAR ROCK MAT 12 a -- -- - EXISTING GROUND CONTOUR COURSE SHALL BE PERMITTED I '�"`7�1T/ �' �.% IAA - TOP d- SLOPE '� GARAGE FINISH FLOOR DISCHARGES. THICK UNDERLAIN WITH MIRAFII FILTER 16. A SOILS ENGINEER SHALL BE RETAINED BY THE \\\ FABRIC. LENGTHS ON PLAN - Hi= HEIGHT IN RETAINING INSTALL 18 ONYD AST DRAIN BASIN WITH t L21 SLOPE RATIO FP HIGH POINT DEVELOPER, TO SUPERVISE GRADING AND PROVIDE A NPDES PERMIT I j ' � 1 CAST IRON TE. 1 FINAL SOILS REPORT WHICH INCLUDES FOUNDATION I ? - TOE SE SLOPE INV INVERT REQUIREMENTS (SUBDIVISIONS) AND EXPANSIVE NOT REQUIRED AS SITE DISTURBANCE IS LESS THAN 1 I Ir I OO.00TC PROPOSED ELEVATION LP LOW POINT CHARACTERISTICS OF THE SOIL ACRE I �- R I 00.00 EXISTING ELEVATION MH MAN HOLE L FTA-1 TRAFFIC RATED CLEAN OT TO GR ��17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL I` I I 6•PERF TED PV .5 WITH 2Oa lF NG NATURAL GROUND .- I --4`-- Q1T/FILL DAYLIGHT ENGINEER AND A FINAL SUBMITTED O REPORT DI A SOILS I J ) f 1 EXISTING ' CLEAN OUTS TO WADE AT 50' Q C SEE PLAN I ECURB AD GTTER PAD PAD ELEVATION ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND Wall Notice ( 'l.:'. I ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF ALL WALLS SHOWN AND NOT SHOWN ARE PER SEPARATE J ' BUILDING Uj ' I T P T CT LEA --GH---. GRADE BREAK PE PRIVATE CONCRETE C7JORT BUILDING PERMITS PERMIT AND ARE SHOWN FOR REFERENCE ONLY. \I �--- 1 W 1 Pavingand Line Legend 0.9s 18. THE SOILS ENGINEERING INVESTIGATION REPORT DATED 7 PROPOSED GRADE PIP PROTECT IN RACE SEPTEMBER 27, 2013, W.O. NO. 0951301 PREPARED BY ' \ _ I� I (0 9%) EXISTING GRADE PU: KRIC UTILITY EASDIE NT SOUTH SHORE TESTING, INC. SHALL BE CONSIDERED PART Notice 1\_- ( I PROPOSED CONCRETE PARKING LOT RDG RIDGE LINE OF THIS GRADING PLAN a I I PROPOSED STORM DRAIN TB TOP OF AC BERM BEFORE PROCEEDING WITH THIS WORK, THE CONTRACTOR I I I -- EXISTING STORM DRAIN 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SHALL CAREFULLY CHECK AND VERIFY ALL CONDITIONS, N �', EXISTING PAVING (PIP) 7C TOP OF DM SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING QUANTITIES, DIMENSIONS, AND GRADE ELEVATIONS, -� ,, -- - - - - - - - U I I I * - EXISTING CHAIN LINK FENCE � N,7a I� / ID TOP OF GRAIN _ _ I \ EXISTING CURB TO BE REMOVED O PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE AND SHALL REPORT ALL DISCREPANCIES TO THE - - �- `" �-- � i .. �, SeP•}� -'l� H - - - - - j I PROPOSED HANDLE TEMP TEIPoRA(ty REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA ENGINEER PRIOR TO TFNE COMMENCEMENT OF WORK. - - '- - '+ S'�.ra"M - f _ - -- -- EXISTING CURB (PIP) - - - - -' / EXISTING MANHOLE IF TOP ff FOOTING LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH g _-- - - - =77s--''t'x - - '_ - 1 _ - I - - - - - EXISTING BLDG. (PIP) Private En ineer s Notes To Contractor, 6 �� �81.50'"" - g PROPOSED CATCH BASIN TG TOP OF GRATE RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, A aMlM,rr �_� a � PROPOSED CURB TRW TOP OF WALL RETAINING THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND ' �� - - °� EXISTING CATCH BASIN SHALL BE GIVEN - - - - PROPOSED 0" CURB TV TOP OF WALL 1 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE s •_+- -- --- - PROPOSED FIRE HYDRANT 20. ALL PROPERTY CORNERS SHALL NC CLEARLY DELINEATED - - - -- - PROPOSED BLDG. y O EXISTING ITEM IN THE FIELD PRIOR TO COMMENCEMENT OF ANY RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE -- 'a EXISTING FIRE HYDRANT ( ) FUTURE ITEM CONSTRUCTION/ GRADING OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND Sheet Index - 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND EXISTING ON-SITE LILT - - -- - - -_-_-- ---_- ' NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE SHEET NO DESCRIPTION BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND SHALLEDEFE�r. INDEMNIFY ANNDD AL L I�L1L,HOLD ��IR AND ENGINEER M I N T H O R N S T R E E T 1 TITLL SHEET FILL SLOPES OVER 30' IN VERTICAL HEIGHT HARMCONNECTION WITH THE PERFORMANCE OF WORT( ON THIS - 2 ROUGH GRADING PLAN VIEW 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 3 ROUGH GRADING PLAN VIEW FILLS GREATER THAN ONE FOOT NEGLIGENCE OF THE OWNER OR ENGINEER. KEY MAP 4 DETAILS 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS SCALE: 1"=30' 5 CROSS SECTIONS vl Unit Ma - NTS TO BE PLACED, IT MUST BE CLEARED, KEYED, AND 2, ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR 6 EROSION CONTROL PLANS BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. FOUND ON PUBLIC RECORDS, ARE INDICATED WITH THEIR 7 EROSION CONTROL DETAILS 74 PREPARATION SHALL BE APPROVED BY A REGISTERED APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING SOILS ENGINEER PRIOR TO PLACEMENT OF FILL THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, Soils Engineer Certificate Earthwork Quantities Structural BMP Index MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS g BY KEYED AND BENCHED FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND CUT FILL POST CONSTRUCTION STRUCTURAL BAP 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR TO BE IN COMPLIANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS SITE AREA=0.90 AC; HE 39,000SF DESCRIPTION SET NO IN THE FOLLOWING STAGES: INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT OUTLINED IN THE SOILS AND GEOTECHNICAL RECONNAISSANCE REPORT RAW V10LUE(IN CY) 400 1,500 'A A. UPON CCMMPLETION OF CLEARING AND DURING VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE PREPARED FOR THIS DEVELOPMENT - BIORETENTION 2.3 EXCAVATION AND BEFORE BACK FILL OF ALLUVIAL, ��(0.10')(IN CI) CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES '�;1 COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURE 70 PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY 000C WATHN(6')(IN CI) 1,700 1,70D POST CONSTRUCTION SOURCE CONTROL BAP y" SITE B. DURING ALL ROUGH GRADING AND OPERATIONS OTHER FOUR AT THE SITE. IT SHALL BE CONTRACTOR'S -_ - DESCRIPTION SHEET NO INCLUDING PRE-COMPACTION, BENCHING AND FILLING RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR - f4-65 ""``"= S�3 9MIIitA�(18[)(1M�) OPERATIONS t A,: TOTAL(IN CI) 2,Np J,160 LANDSCAPE AND IRRIGATION N/A STRUCTURES CONCERNED BEFORE STARTING WORK. j. ._._( ) (RCE NUMBER) p 5. (DATE PROTECT CHANNELS AND SLOPES N/A C. DURING INSTALLATION OF BUTTRESS AND CANYON -- °' @ IMPORT' I,555OCY \ SUBDRAINS AND FILTER MATERIAL 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE TRASH STORAGE AREAS 2 D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO OR ENCOUNTERED DURING CONSTRUCTION USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE - 4' (SIGNATURE) (RCE NUMBER) '�P� }(DATE) _ M. EROSION CONTROL: ALL GRADED SLOPES SHALL BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE �°• v!L � PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS OR PLANS. Earthwork Notice ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES THE QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR ONLY. CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL BODING PURPOSES ONLY. THE GRADING CONTRACTOR ,IIVNII COMBINATIONS THEREOF. SHRUBS SHALL BE PLANTED AT QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. SHALL BE RESPONSIBLE FOR VERIFICATION PRIOR TO 11, 10' ON CENTERS; TREES, 20' ON CENTER; THE START AND ACCOUNT FOR DISTRIBUTING ANY EXCESS -- Qp COMBINATIONS, 15' ON CENTERS. SLOPES OVER 3' IN MATERIAL OR SUPPLYING ANY DEFICIENCIES TO BRING 84OIi4G - SLARVVVM • HANDRANNING / \ VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SITE TO DESIGN GRADE. 2563-8 ADDISON ST, MLIRIETA CA, 92562 �\ \ SYSTEMS WITH BACK FLOW PREVENTION DEVICES PER A 1/� U.P.C. 4JJDb ©� 5�IG/�y PHONE: 951.696-9902 FAX: - 9961 MAW REVISIONS APPR. DATE THESE PLANS HAVE BEEN REV IEWLD FOR COMPLIANCE WITH THE PREPARED BY: SEAL CITY LAKE ELS I NONE SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUR ACCEPTABLE Grading Plan OF 7 S 5-09-2014 SCALE: BENCH MARK: For SHEETS NO.C55955 BM-A-93-17, WESTERLY WALTER E. ALLISON RICE No. 45448 DATE RIMY E. NNUNE DATE Exp.12/31/14 CORNER CHANEY/MINTHORN, Thermal Electronics FILE No. PRINCIPAL ENGINEER R.C.E. C559 EXP 12/31/14 CIVIL CHISELED BOX TOP OF CITY OF LAKE ELSINORE DATE: CURB, ELEV=1273.77 Expansion i Construction Notes --li DESCRIPTION JANTITY `♦_ 1 5AWCUI EXISTING AC 771,11-111 HISBON GUTTER ARCH CTURAL PLANS FOR DEMOLITION 1 CONSTRUCT 4 CONCRETE PAVEMENT OVER 12 11 95% BE 560 NATIYE. CONCRETE CLASS SIRALL BE 560--2 P.C.C.. WHITE PIGMENTED CURING COMPUUN1 WITH _a IBERMESH PER MANUFAC �.-.. - SPECIFICATIONS. CONT AN)EXPANSION JOINTS PER DETAILS ON SHEET 4. CONTROL V.I J- \, - -- - ._ _.-. C \ �R/W It JOINTS SHALL NO L THAN A -� ,� _ `_2'- 10 X10 SQUARE Z ^ .� _ O \ 1 ^ J CONSTRl1CT 6 CUB PER DETAIL ON SHEET 4 1 U -" -- _ _ _ _ 4 7MX; a CURB AND 1 PER �� ^ ^ _ 69.OFL �, DETAIL ON SHEET 4 - - - --- 5 CONS7Rl1CT -LIbH CURB PER DETAIL ON SIEET4 1 ` _ �`, - _ _ - _ _ `_ .. _ i4 ` �l PRovIDE'A'ING R STOPS WERE OCCURS 14 o _ - _ �� PR" 6 TRl1CT 6" T 0 TRANSITION R3 EA TA T 4 m,. _ \ \ 7 TRl1CT 36-RI ER PER DETAIL90 If y 70.00FG ` _ ` _ ��'� '� �.JFL' _ _ _ _ _ ll "• _ ^ _ 6 INSTALL 24 LOPE STORM DRAIN PIPE PER 111 ^ `' ^ \ '^ ^ CATIONS _ uj 9 INSTALL 12 MDPE STORM DRAIN PIPE lF 42678- •� _ _ 10 ALL NSEN A 90 1 U C ION PER DETAILS ON SHEE 1 e \ ���- �• ^ - �" y `\ \\ �i 11 DEEPEN CURB AND GUTTER AN ADDITIONAL 1 LF OVER THE STANDARD \ "-„ \ Z; L_ - ^ ♦`\` _ t 12 ALL -O-EXISTINU-AC-PAYINO Z LF TRANSITION PER PER DETAILS ON SHEET 4 \ -"1 �� ^ 1J CONSTRUCT RETAINING N CHAIN LIN(PER --h _ \ 7?s tip} _ _ \� ,� ` ` ^ "�1 ♦` - SEPARATE PERMIT 15 14 CONSTRUCT BIOREI4TION HALE PER DETAIL „�� "�= - �` _ .� � _ _ - �-.. � � ,• \_� i+ `�Ti�S SHEET 5 _ •- ^ TRA 1 EA _ _ _ -- }269 (� �, `� ♦'� ^ '� ^^t ARCH I TECrURAL PLANS 15 PROTECT EXISTING PAVEMENT IN PLACE A 17 PROTECT EXISTING CURB IN PLACE 1.00FG _ \ f 9 _ _ 16 REMOVE EXISTING FIRE HYDRANT AND 1 i ^ t�.�„._ f �' ; ; REINSTALL IN RELOCATED LOCATION AS SHOWN 19 TIE IN To CONCRETE HEAp1ALL PER O EXISTING COIL7ET CI TAIL ON SHEET 4 �� h'6 f f l ^ _ 1/ _ 20 T 4'} PSI CWWIj 5IDER&K 21 ON E SHETT VARIABLE HEIGHT CURB PER DETAIL 1 22 SLURRYSHEET EXISTING CULVERT AND i EA ^ ^ < ^ \ ' � „ ^ _•C. T `` " ``1'R�M�� y ABANDON IN PLACE "^ _ ^ ^ \ ` - . ^`. ^ _ �. FILL IN EXISTING NON-FUNCTIONAL DITCH 1 „ ` .��\ ^•- ,�i ^ ,\ ' ` _ `I j GRADE TO DRAIN ^_ \ \ ^ r ✓ �1 �` I ^ �♦♦ -.� _ ` 24 GRADE EXISTING DITCH TO GRAIN INTO 1 EA ^ _ _ _ f»` ^i 25 INSTALL 24 CLASS IV RCP STORM DRAIN PIPE ^' ^ ^ ^ ` \ a ,�_ ( ,. 1 6�:3FG .��= -� ` _` l ^ _ SLURRY BACKFILL 70.00FG �`•��.. ^ ^ ^ ^ ^ 23 "/ M 66. G �.. U p `� ♦ ♦ _ ....,1Va' 25 INSTALL 12 wIDE x to DEEP CONCRETE __ _ RAINGARDQJ CHECImAM CURB AT LEVEL -•,�,- _^ iz, 6` \ ^ 66.2FG VATI AS C ^_^ 6aZ ^ ^ ` ��_� _ 10 II ♦ "r. 27 INSTALL 6 MINUS ANGULAR ROCK MAT 12 �"' `T,y,. ^ ^ ^ ^ ` .y 1 THICK UNDERLAIN. LNGTHS WITH MIRAFII FILTER 6g ^ ^ ^ ,�`=``` i 2 F LENGTHS SHOWN !��titi `�^ �.0 � /� � b '' , ��'�`Q_3i 23 INSTALL 18 ONYLOPLAST DRAIN BASIN NI ^ ^ 18. 6 CAST IRON DOME GRATE. PROVIDE OUTLETS Z .- ^ ^ _ _ •�_74 �` _ �'� Ry W BETWEEN DRAIN AND NOTE 26 CURB TRAFFIC RA T 2E1IN AND 12"HOPE 6 FRJO 29 INTTA AD 200 I 69.00FG ` _ \ ^ R t'j7 •+ - FOR&OPE _. ADJACENT I:.:1 , 14 J oI 4 �30,0 S-1.0n_ PROPERTY IS \ _ F 67 30TC ~ BY SAME OWNER 1.1 r - _ .... _ 15 5 26 66.8FG Pq D _ _ _ ^ e 7 ` 63.BOINV t 65_00 saT oTc NV' •, ']' 1 _ �• I :1 1 67.28F5 \ _ e 7.30TG 89.00T1f .{ 1 LLJ 67.57TC 1- _ "`1 2 .80 I 1 g _��� g 7 66.8FG 67.57FS \ `-...1 ..4.90 V .N �26� (68 0)FNGpp J 1 j? \ - _ - -_ 0O I .I. a1z (� i I .� 68.82TC 68.32F ~ \ f ^ . 1 68.41FS �.� a � i Ljj (/1 / I.. 1 ^ po { 5. 4 3 9 1TC � 68. 9AC �I C \69FS 68. 1F5 68.1FL oN{ 166 0 N_G 68.98TC 26-6 8FS68 4 69.08TCf s , •`w\�-L _ ~__ °- - _ __.I_-_-'�T.��__; A k--1. I ry 68.69TC - �fI 068.58FS 5X 8.49 J 1 66.00OOTTKW 68.19FS E 8568.95TC .0FN G�69 26TC._ _ 3 69.26TC A VA 64.531A1V I_1 68.76FS 69.26T \ 64.28INV TY -RIDG . 30 1 -4i8-�76FS I.1 I 1 83% ^GB 8 \ 4 EXISTING � t _ ^ g 69.22TC � � WALL _ _ 76FS 6 1271 0 1:;�1' I -"87-96F _- �.. ' .GB_ _ 68.72FS \ - - - - - T. N 5 1 � /�jt/// 1.a3z 88.9FG C '�•left- MATCHL I NE i Spa SEE SHEET 3 Paving and Line Legend ` PROPOSED CONCRETE PARKING LOT EXISTING BLDG. (PIP) •PROPOSED CURB yi/ry EXISTING PAVING (PIP) PROPOSED 0" CURB .�,.. ......._... 10 5 0 10 20 30 PROPOSED BLDG. 04[79+� SUKVEVM • Mwo91A9N ING /� EXISTING CURB TO BE REMOVED 2563-8 ADDISON ST, MURRIETA CA, 92562 �.I•Ub W7 5/16//Y - -- -- EXISTING CURB (PIP) PHONE: 951,696-9902 FAX: 951.696-9961 SCALE: 1"=10' MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL CITY OF LAKE ELS I WORE SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE Grading Plan DF 7 �� ♦ 5-09-2014 SCALE: BENCH For SHEETS N0.C55955 BM-A-93-17, WESTERLY WALTER E. ALLISON RCE No. 45448 DA RUDY E. NUPE DATE Eq.12/31/14 CORNER GRAPEY/MINTHORN, Thermal Electronics FILE No. PRINCIPAL ENGINEER R.C.E. C5595S EXP 12/31/14 CIVIL CITY OF LAKE ELSINORE DATE: CUCHISELEDLEOVXI273 77 Expansion MATCHL I NE onstruc ion otes �+�CC �[j,J c 64.5'INY ''S< D ESCRIPTION 69.26TC '-JOG SHEET'`2• \\ \ \ 7 E A I.ECTURALPLANS f:I - } 69.26TC �i \\ DEMOLITION PLANS 30 68.76FS _ -_ +2 q - 88 76FS 69.26T v 64.28INV t2"29 6 - 2 SONLRED WITH 52 TR CTiciEDO vE PAVEMENT 12 11,9Ei SF f!I I CLASS 1.83X GB68.76FS 64.28INV 24 EXISTING SHALL BE 560-C-3250 P.C.C., C 69.22TC v �Oa�\\ WALL \ WHITE PIGMENTED CURING COMPIXJND WITH _.'G7.96F5�__ _ I GB - -� 68.72F5 VA \ ': SPECTIFEICSATPER MANUFACTURER AND EXPANSION JOINTS SHALL DUCE 4. A 1CONSTRUC�A CURB PER DETAIL 4 1 LF �. A 4 CONSTRUCT 6"CURB AND 12 DETAIL ONcc,14 ET 4 1-268 �J���J �i��.1/ , ��//. ����/i ����/i >��/��// ���� y 66.9FG t266- v 5 CONSTRUCT FLUSH CURB PER DETAIL ON SHEET4 1 PROVIDE PARKING SUPER STOPS WIEFE OCCURS 14 EA 6 CONSTRUCT 6'TO 0'TRANSITION3 EA ILTAILTRUCT _RI GUTTER TA 5 ti 2 • ��� SHEET 4 � - ����� \ INSTALL 24 HDPE STORM DRAIN PIPE KR III IF _.. - n � \�\' \ d 9 INSTALL 12 IDPE S70RM GRAIN PIPE r� �� Q�. ( F T 'D ley 64• \ \ 10 ALL N AS 1 EA o / O. SECTION PER DETAILS ON SHEET 4 -- - �/� THIS FLOWLINE IS SF �6 QA A 11 DEEPEN CURB AND GUTTER AN ADDITIONAL 12 1 ,4 I N� / PROPOSED BUILDING OFFSET FOR CLARITY:/ �\M \ 2 OVER STANDARD X 1269.36 EE CONSTIT ALL BE RUCTE:D MIDWAY A\� VA�•�� TRANSITION PER PER DETAILS ON SHEET4 r� 3+ �� A V \V A 13 CONSTRUCT RETAINING WAIL CHAIN LINK 1264.61 PAD PROPERTY LINE ANd�j��� ";� VA A� \x2� SEPARATE PERMIT Y $ f f I 68.87Tc - � � \ v 14 CONSTRUCT BIOIENTION DETAIL ON • (;I I . '� n ,� 68.37FS / �` A \ 1S SHEET 5 7 A 1 '. 3 150% / I AL PLANS / }Q66• ,\ 16 PROTECT EXISTING PAVEMENT IN PLACE A 17 PROTECT EXISTING CURB IN PLACE A 68.28TC NG FIRE HYDRANT AND 3 68.13FS �� �x �� �`l1\\V A >�-04 16 REMOVE ISREINSTALL NIRELOCATED LOCATION SHgWN 1 EA - _ 1 6 67.78FS 68. FS GGB ,6...- ����� ����� �����A V 19 TIE IN TO EXISTING CONCRETEHEADWALL PER 1 CA 68. TC - _. - - -.. 64.00 IN 19 CONCRETE AR DETAIL ON SHEET 4 1 12% 1.12% 68.66TC 97X /� /// \ \ 20 TF T 4 3,250 IPSI CONCRETE SISH IDEWALK 67. L 6 �I 68.16FS� _ ��� ��� �\ 69.4FG 21 CONSTRUCT VMIABLE HEIGHT CURB PER DETAIL 21 IF ON SHEET 4 7! A 68.89FS ��/� � ��\\� MY BNIN PLACE LL LL�IXISTINB NO I 23 FILL IN EXISTING NW-FLICT10ft DITCH AID 1 EA GRADE TO IN 4 GRADE EXISTING DITCH TO DRAIN IWrO I 25 SLIMY L 2� CLASS IV RCP STORM GRAIN PIPE SLU • 4 r ' �! /�/ r, ///- r / / " '/ INSTALL 12 WIDE X 18 DEEP CONCRETE ,3.42% I ���� ����� , ��� ���� ���� ����� ����� - VAA. RAINGARDEN CHECKDAM CURB AT LEVEL AT 66. TC 611 31TC 88.54T 68.53TC - - - -' EXISTING 24" \\\\I 27 INSTALL 6 MINUS ANGLUR ROCK MAT 1 67. 67.81FL 8.42TC �\ THICK UNDERLAIN WITH MIRAFII FILTEIR 68.04AC 68.03FL I gg, F IN ORDER TO COMPLY CAP L=27' F ON PLAN 67.92AC 2 i 69.32FS EXISTING BUILDING WITH CLEAN WATER S=0.5% \, INSTALL 16 WNYLOPLAS7 DRAIN BASIN WI 67.93TC I I RULES, PLUMB ROOF \ 18"CAT IRON DOME GRATE. _ Ik 67.43AC INGN 3 6 3 AC 1269.36 FF DRAIN TO EXIT TO THE 63.86 I �\ STORM DR - rE APRON f Iv 67.96TC - 68.O2TC 1t I REAR (NORTH) OF THE BETWEEN DRAIN AND NOTE 26 CURB \ 29 INSTALL TRAFFIC RATED CLEAN OUT TO GRADE 67.46AC 67.52AC I BUILDING. D 5 i 30 INSTALL 6'PERFORATED PVC SOR 23.5 WITH 200 U' T AT - CLEAN OUTS FOR SLOPE 81Tc 1 �X 67.9arC I r . 03 7 TI I EA I 67f31AC ( 1 12 N � � t 67.44AC � II I z Oh 7 16 / I � 66.9 AC I 6 .95 AC t f _ t I I i f I I (� I ---------- AI I 1 10 5 0 10 20 30 aI11 T I SCALE 1"=10' \ \ 17 i I f 168.18T (66 \ \ 66.41TC , Paving and Line Legend r 3A� .64 AC 66.91AG I 1 I PROPOSED CONCRETE PARKING LOT 68.09TC1 _I�.. 16 op ¢6.68A4dTC I EXISTING PAVING (PIP) I 1. 21 I 66.90FS I EXISTING CURB TO BE REMOVED - EXISTING CURB (PIP) 68.3kC I - - - - - EXISTING BLDG. (PIP) 66.53 AC a 66.8;FS I PROPOSED CURB 6 -8 S CURB fi7.18TC 21 1- 4 - - _ - - - - - - .' - - - - - - - - -- - - - -- PROPOSED BL 5AC 67.74TC� 3 667AFS( 6.40C 1.50X L +26 6681F5 - - - - - - - - - - - - 5FS ....... - 66 -126&-3 6 8.50111 S iz69- - - - ?2E6- 17 1 �� �.� - - -4268- - - - / r L=8.5' r 66.29 , 66.68FS - - - - - - - - - - _- HVGMN@RING StJDISON S�"IE LAND 92NNING 562 r 1 V vQ V, 3/!G/lr 12A� sea e D A PHONE: 951.696-9902 FAX 951.696-9961 MURK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE CITY OF LAKE ELSINORE LAWS AND HAVE BEEN FOUND ACCEPTABLE Grading Plan OF 7 l � 5-09-2014 SCALE: BENCH MARK: For SHEETS NO. C55955 BM-A-93-17, WESTERLY WALTER E. ALLISON RCE No. 45448 DATE RIMY E. NUNEZ DATE Exp.12/31/14 CORNER CHANEY/MINTHORN, Thermal Electronics FILE No. PRINCIPAL ENGINEER R.C.E. C55955 EXP 12/31/14 CIVIL CHISELED BOX TOP OF CITY OF LAKE ELSINORE I IDATE: CURB. ELEV=1273.77 I Expansion rn 3' R 1/2• 1-1/2 1 1/4D 1• FOR 4. 3LAS a 1 2 o R•i ?' 6•am 12" 2 1 0.10' 3n.11 1.5" FOR 6" JAI /Z• FACE r 0 1 Of8 0"an 1 ,• TAPER FACE 3:1 BAT1'f'� ,. FLOWLIHE OR TO PREVENT REVELING OF CUT EDGES, WET SAW-CUT WFEN FINISHED SURFACE ❑1 EXPANSION .JOINT CONCRBETWEEN EETE N 4--112CHES 500 PSI.FOURS DEPENDINGS TYPICALLY OCCURS ON TEMPERATURE HAND •• ,}'M PLEASE CONSULT WITH SOILS REPORT FOR COMPACTION HUMIDITY OF LOCAL CONDITIONS. ON THE LOW SCALE FOR 10" HOT AND DRY CLIMATE AND ON THE HIGH SCALE FOR COOL AND BASE REQUIREMENTS UNDER V-GUTTER IF ANY. AND WET CLIMATES. IF THIS WINDOW IS MISSED, THE ❑1 EXPANSION .JOINT ❑1 EXPANSION JOINT TIMESWTOL COMPLY HAVE TWITH THISOBE TIME LLIMIT.COORDINATE CAST WITH ❑1 EXPANSION JOINT LOCAL CONCRETE BATCH PLANTS FOR TIMING. 3 6" CURB SAL CURB AND 12" GUTTER �LFLUSH CURB n 6" TO 0" CURB TRANSITION 3' WIDE RIBBON GUTTER CUT CONTRACTION JOINT NOT TO SCALE 2 LAYERS OF 1/4 TON RIP-RAP UNDERLAID BY MIRAFII FILTER FABRIC DIA. / /—E 1/4D 1" FOR 4" SLAB - - 1 -XISTINIG ASPHALT R=1/4" 1.5" FOR 6" SLAB 1 I • E - ALL W WALL ` c 4 \\..� - 2 N4 BARS CONTINUOUS D v '/ AS SHOWN v��� �O/�S' v �DEStR PTI On OtBS WALL A�� j • v�,� // _�:.0 � MAX. \ GUTTER SEE PLANS FOR 1/4•YIN. DEMOLITION PLANS 2 95%COMPA 4 TE PA OVER 12 11 J SHALL COMPACTED NATIVE. CLASS SHALL BE 580-C-3250 P.C.C. CUtED WITH WHITE PIGMENTED CURING WI CONTRACTION JOINT TO BE PLACED AS SHOWN ON PLAN. FIBERLESH PER MANUFACTURER �=,r `r ❑1 SELF-LEVELING FLEXIBLE EPDXY CONTROL JOINT RESIN SPECIFICATIONS. DON "��\ �- d�� � SIKADUR 51 SL OR EQUAL WWW.USA.SIKA.COM GROOVER MUST CREATE THE DEPTH AS SHOWN. SHORTER ,HINTS PER DETAILS ON SLEET 4. CONTROL DEPTHS WILL NOT BE ACCEPTED AND WILL BE GROUNDS FOR JOINTS SHALL PROUICE NO LARGER THAN A ❑2 FOAM EXPANSION JOINT FILLER REMOVING CONCRETE. 10 X10' SQUARE 6-CLREI PER DETAIL ON SHEET 4 371 LF 1CONSTRUCT B CURB AND 12 PER 192 LF DETAIL ON SHEET 4 S CONSTRUCT FLUSH CURB PER DETAIL ON INW4 134 IF n NEW CONIC. TO EXIST. AC EXPANSION JOINT TOOLED CONTRACT ON JOINT PROVIDE PARKING BL TRAPER STOPS PEIt 3 EA SHEET 4 WALL 6 DETAIL ON 6"70 O" R T 12 NOT TO SCALE NOT TO SCALE 7 CONSTRUCT 36'RINON GUTTER PERDETAIL SHEET 4 12"+TYP. INSTALL 4 HOLE STORM DRAIN PIPE PER III IF �X CATIONS J 9 INSTALL 12 LOPE STORM GRAIN PIPE PER 104 IF `f►�e 10 INSTALL 1 CA _ ��II v SECTION PER DETAILS ON SHEET 4 11 DEEPEN CURB TER AN AODITI0IML 1 16 LF WALL 12 ALL 36 LF RANSITION PER PER DETAILS ON SHEET 4 DIA. +1" T- -- 1 CONSTRUCT RETAINING WALL CHAIN LIN(PER 36 IF DIA. ✓�7 N. PER DIE.OF " I STANDARD SEPARATE PERMIT A S R 14 CONSTRUCT BIORENTION SWALE PER DETAIL ON 200 LF 4 SHEET 5 WALL )SURE PER 1 EA LTONGUE OR GROOVE ❑1 ARCHITECTURAL PLANS PROPOSED HOPE PIPE N, PROTECT EXISTING PAVEMENT IN PLACE IQ7A � i�� ❑2 EXISTING HEADWALL H O 17 PROTECT EXISTING CURB IN PLACE A r{ x �, 16 REMOVE EXISTING FIRE HYDRANT AND I EA *i I I I ({ I I ❑3 EXISTING CMP REINSTALL IN RELOCATED LOCATION AS SHOWN 1 TIE IN TO E%[STING CONCRETE HEADWALL PER 1 EA j"ij;, ❑4 INSTALL 8-16" #3 DOWELS EQUALLY SPACED ALONG THE a 7E C0.LAR DETAIL ON SHEET 4 CIRCUMFERENCE OF THE EXISTING OPENING. SET IN aCONSTRUCT 4" PSI CONCRETE K 3N g 4-/4 TOP k BOT /,//: /4 HOOP AT 18" , %/ 1 I I I I I I i EPDXY GROUT PER MANUFACTURER'S RECOMMENDATIONS. a• 21 CONSTRUCT VARIABLE I A L 3" CLR. ALL 8" D.C.D.0 12" - KEEP MINIMUM 8" CLEAR OF EDGE OF OPENING ON BEET 4 INSTALL 2 3 HOOPS ALONG CIRCUMFERENCE AS SHOWN. 1.3 7Z ABANDON BIN PLACFILLE EXISTING CULVERT AND �yr� ❑ ABANDON IN PLAD KEEP 3" CLEAR TO EXPOSED EDGE. 23 FILL IN EXISTING Nw-FUNCT1oruL DITCH W1 DIA. WALL OR WEIGHT A B C E Ii i"'7-7�i © CAST 3,250 PSI CONCRETE AS SHOWN. GRADE TO DRAIN �. \ 24 GRAD EXISTING DITCH TO DRAIN INTO 1 / \\\� PROPOSED 24" 3" 1-3/4" 1820 9-1/2" 43-1/2" 30" 73-1/2" 48" / `/i 25 INSTALL 24 CLASS IV RCP STORM GRAIN PIPE LF 18"MAX.VARIABLE HEIGHT CURB 26 INSTALL SAW WfDE% 16 DEEP CONCAM 1 CA REINFORCED CONCRETE PIPE CONFORMS RAINGARDEN CHECKDAM CURB AT LEVEL 18" ELEVATION AS CALLED OUT [N AN TO ASTM C-76, ASTM-C-443, AASHTO M-170, L 27 INSTALL 6 MINUS ANGULAR ROCK MAT 1 9 AND AASHTO M-198. TIE-I N TO EXISTING PIPE THICK UNDERLAIN WITH MIRAFII FILTER FABRIC. LENGTHS SHOWN ON PLAN FOR COMPLETE DESIGN AND PRODUCT INFORMATION I 25 INSTALL 16 ONYLOPLAST DRAIN BASIN WIEH 1 CONTACT JENSEN PRECAST. I 18 T IRON DOME GRATE. PROVIDE OUTLETS FOR NGARDEN PVC 10#01 STMI DRAIN. PROVIDE 4'CONCRETE APRIM It pr • INSTALL TRAFFIC RATED CLEAN OUT TO GR 1 24 PIPE HEADWALL RENC/ViN INSTALL6 PERGRA PVCDE A , 3.5 WITH LF ENGINEERING • SURVEYING LAND BANNING FOR SLOPE 31 T 2567-R ADDISON ST, MURRIETA CA, 92562 Al HQ6 /Lv S �6 Ay PHONE:'951.696-9902 FAX: 951.696-9961 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL CITY Vr LAKE ELS I NONE SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE /� Grading Plan 4 DF 7 W� �A 5-09-2014 SCALE: BENCH MARK: For SHEETS NO. C55955 BM-A-93-17, WESTERLY WALTER E. ALLISON RCE No. 45448 DATE RUDY E. NUN DATE Exp.12/31/14 CORNER CHANEY/MINTHIORN, Thermal Electronics FILE No. PRINCIPAL ENGINEER R.C.E. C55955 EXP 12/31/14 CIVIL CITY OF LAKE ELSINORE DATE: CURB.LEELEEVV=1273.77 Expansion I COLLIER AVENUE 3' 6' 1' 60' 30' 30' VACATED RAILROAD RIGHT-OF-WAY s 1 PONDINIG DEPTH 2 ❑1 ENGINEERED SOIL MIX CONSISTING OF THE FOLLOWING: 25.0' ; ,". 18" THICK 85%CLASS A SANDY LOAM 70%SAND/20%SILT/10%CLAY EXIST ¢ 15%NITROGEN STABILIZED COMPOST SCE MUST BE DRUM ROLLED EASEMENT 15' 0 ' X ramvvice EXISTING BUILDING i�� \- ❑2 3/4" GRAVEL 12" THICK PROPOSED 12-16' WMICATIONI \ ^ �,.. F ❑3 1"-1 J" GRAVEL SKIRT 6" THICK EXIST �! MILD ' y\ / WAY 28'3\. ❑4 6" PERFORATED PVC DRAIN LINE TIED INTO DROP INLET PROPOSED BUILDING PAVED ❑5 3" THICK PEA GRAVEL CHOKE LAYER 10' �f. ✓i/i � \ © DRYLAND GRASSES, AND OTHER MESIC RIPARIAN 3 2 PLANTINGS W/ LOW VOLUME IRRIGATION �./�lT •�v ,ii '.`yl,�. lv,/v�v r4ji��l ��iw/a, 414 SOON A-A I' BIORETENTION SWALE SECTION B-B SCALE: HORIZ 1"=20' VERT 1"=10' 10' I PER ARCH. SITE PLAN i PROPOSED BUILDING I I I 2 Construction Notes 5• I FI 1 �y DESCRIPTION FLOWLINE EXISTING CMU WALL AND CHAIN 1.1 \ ARCHITECTURAL VV 14 30 GUTTER SEE ARCHITECTAL PLAN DEMOLITION PLANS LINK FENCE (PROTECT N PROPOSED tI 2' 7' 2 CONSTRUCT 4 CONCRETE PAVEMENT OVER 12 t19a9 5.0% 5 0% 1 PLACE) BUILDING I:'� BUILDING 1 95X COMPACTED NATIVE. CONCRETE CLASS FF=1269 36 SHALL BE 560-c-3250 P.C.C. ctIRED WITH BACK FILL NTH 12" OFF TOP-SOIL TO ALLOW GROWTH OF - - -{ FF 1269 _ �o� WHITE PIGMENTED CURING WITH C� PROPOSED PLANTING — "7j rtfi> s-. — - .F rG, FIBERMESH PER MANUFACTURER SPECIFICATIONS. AND E IOU A L 4. JOINTS SHALL PRODUCE NO L THAN A N� 10 X10 SQUARE PER DETAIL ON SHEET 4 371 LF INSTALL 24" HOPE PIPE PER MANUFACTURER'S — o0000 6 4 CONSTRUCT 6 1 R PER 192 LF \�f L J SPECIFICATIONS. BACKFILL WITH 6-SACK CONTROLLED '^ '-I Y DETAIL ON SHEET 4 �i DENSITY FILL TO KEEP FILL FROM LOADING THE EXISTING 30 _ y U � 5 cwSTRUCT FLVSH QAIB PER DETAIL ON SHEET4 1 LF a `�` �O "�',S^ - PROVIDE PARKING STOPS WHERE OCCl1RS 14 EA WALL. HOWEVER, THE EXISTING WALL IS A RETAINING " „r WALL BUT PLANS ARE NOT AVAILABLE TO DISCOVER ITS � 6 CONSTRUCT 6"TOTRANSITION CURB PER 3 EA 7A DETAILING. 7 TRl1CT 36"RI DETAIL90 LF SLEET 4 _8 INSTALL 24 HOPE STORM DRAIN PIPE PER III LF ALLT 9 INST 12 FUPE STORM DRAIN PIPE PER 104 LF SECTION C-C SECTION D-D SECTION G-G ^`L L 1 SECTION PER DETAILS OI SLEET 4 SCALE: NTS SCALE: 1"=5' SCALE: 1"=5' 11 DDEEER NNHECLRB AND DER AN ADDITIONAL 12 1 I I I I 11 INSTALL SW if ANSITION PER PER DETAILS ON SHEET 4 Iel 13 CONSTRUCT RETAINING WALL CHAIN LINK PER 36 LF 1 ARCH. PLANS PER CITY OF LAKE ELSINORE SEPARATE PERMIT I I 14 CONSTRUCT BIORENTION SWALE PER DETAIL ON 200 LF SHEET 5 25' WIDE EDISON EASEMENT I I ❑1 ENGINEERED SOIL MIX CONSISTING OF THE FOLLOWING: 15 CONSTRUCT TRASH PLANS 1 G 18" THICK 852 CLASS A SANDY LOAM 70% SAND 20%SILT/10%CLAY PROTECT AL VARIES 12'-16' I I / 16 PROTECT EXISTING PAVEMENT IN PLACE A SCE PATH OF TRAVEL 15%NITROGEN STABILIZED COMPOST 17 PROTECT EXISTING Cl1RB IN PLACE A I I I 5' 2't MUST BE DRUM ROLLED to REMOVE EXISTING FIRE HYDRANT AND 1 EA 5 REINSTALL IN RELOCATED LOCATION AS SHOWN FLOWLINE ' — — — —I— h 6' 1' 4 ❑2 LESS THAN 6" OF FILL AT EXISTING ANCHOR 19 TIE IN TO EXISTING CONCRETE HEADWALL PER IEA 3 13 ' CONCRETE COLLAR DETAIL ON SHEET 4 2 Q•7 y,� 2 ❑3 6" PERFORATED PVC DRAIN LINE TIED INTO DROP INLET 20 ICONSTRUCT 4" BROOM FINISH 5.0% \ h \, 5 PONDING DEPTH ❑4 3" THICK PEA GRAVEL CHOKE LAYER 21 �TT4VARIABLE Hf IOiT CURB PER DETAIL 1 LF 5.0% / �5 DRYLAND GRASSES, AND OTHER MESIC RIPARIAN ZZ SLURRY BACKF IN IACE LL EXISTING CULVERT AND t EA 1 /A��/\ \�/ v /�i PLANTINGS W/LOW VOLl1ME IRRIGATION 23 FILARLL�IINN EXISTING NON-PLNCTIOaAL DITCH 1 EA IN 4 .��,;,.,y, i © PROTECT EXISTING POWER POLE IN PLACE 24 GRAADE EXISTIING DITCH i0 DRAIN INTO 1 EA 3/4" GRAVEL 12" THICK 25 Iv INSTALL 24 0.AS5 RCP STORM DRAIN i SLURRY BACKFILL 7 26 INSTALL 12 WIDE X 18 DEEP c 1 EXISTING GROUND RAINGAROEN QECKDAM CURB AT LEVEL ELEVATION AS CALLED OUT IN PLAN 3 4 27 INSTALL 6 MINUS ANGULAR ROCK MAT 12 THICK UNDERLAIN WITH MIRAFII FILTER FABRIC. LENGTHS S4DWN ON PLAN 9 INSTALL 16 WNYLOPLAST DRAIN BASIN WITH 1 EA T8 CAST IRON DOME GRATE. PROVIDE OUTLETS SECTION E-E �SECTION F-F - �IVIlw F RA N PCONCRETE APRON SCALE: NTS n 29 INSTALL TRAFFIC RATED PVC CLEAN OUT TO GRADE 2 EA Y B I ORETENT I ON SWALE ® ED I SON EASEMENT `"`I"®°"` H,eTWrW4c ' `AA 9256"` � CLEAN 6 PERFORATED PVC SOR 23.E WITH xao IT .N'Ub QV 5/I6/ly 2563-B AOD96- 02' MURKZETA CA, 92562 TO GRADE AT 50 PHONE: 951.69fi-9902 FAX: 951.fi%-9981 fOR SLOPE T HDPE CDNN MARK REVISIONS APPR. DATE TIfSE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SCALE: NTS SEAL SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE CITY OF LAKE ELSINORE LAWS AND HAVE BEEN FOUND ACCEPTABLE Grading Plan 5 OF 7 5-09-2014 - SCALE: BENCH MARK: For SHEETS NO. C55955 BM-A-93-17, WESTERLY WALTER E. ALLISON RCE No. 45448 DATE RtU E. NUNEZ DATE Exp.12/31/14 CORNER CHANEY/MINTHORN, Thermal Electronics FILE No. PRINCIPAL ENGINEER R.C.E. C55955 12/31/14 CIVIL CITY OF LAKE ELSINORE DATE: CHISELED BOX TOP OF CURB. ELEV=1273.77 Expansion EROSION CONTROL PLANS EROSION CONTROL NOTES: NPDES / STORM WATER POLLUTION NOTES: (CONT.) 1. ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE STORM WATER (NON-STORM WATER) ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN ELSINORE ORDINANCE NOS. 529, 772, 802, 1237, 1004, CONSTRUCTION SITE BEST INDIVIDUAL NPDES PERMIT UNDER THE STATEWIDE GENERAL PERMIT - CONSTRUCTION MANAGEMENT PRACTICES (BMP'S), AND STANDARDS OUTLINED WITHIN THE LAKE ACTIVITY. ELSINORE DESIGN MANUAL 4. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS;WASTES FROM PAINTS, STAINS, SEALANTS, SOLVENTS, _ `^ 2. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY DETERGENTS, GLUES, LIME, PESTICIDES, HERBICIDES, FERTILIZERS, WOOD SUBCONTRACTORS. PRESERVATIVES, AND ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; 3. IN CASE OF EMERGENCY, CALL BUTCH MOLLS (RESPONSIBLE PERSON) CONCRETE AND RELATED CUTTING OR CURING RESIDUES; FLOATABLE WASTES; WASTES ♦♦ - - - ♦` AT (951) 595-9128 (24-HOUR PRONE NUMBER). FROM ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; WASTES FROM -AA STREET CLEANING; AND SUPER-CHLORINATED POTABLE WATER FROM LINE FLUSHING 4. DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MODIFIED AND TESTING. DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS OR, IN AN EMERGENCY, IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED ni- BY THE PERSON RESPONSIBLE FOR GRADING OPERATIONS. FROM POTENTIAL STORM WATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE � "' E'er'��.. ♦. '- _ - - \ WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 5. AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF 't THE SITE THAT IS NECESSARY FOR CONSTRUCTION. THE CONSTRUCTION SITE SHALL 5. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT r � � BE MANAGED TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR THE "- PHASING AND SCHEDULING OF GRADING AND THE USE OF TEMPORARY AND PERMANENT LOCAL STORM DRAIN SYSTEM. SOIL STABILIZATION. '-��` ,� - ♦ *.' 6. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR 6. ONCE DISTURBED, GRADED SLOPES EXCEEDING A 3:1 RATIO AND/OR TEN (10) FEET RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT FROM THE IN HEIGHT (TEMPORARY OR PERMANENT) SHALL BE STABILIZED IF THEY WILL NOT BE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR WORKED WITHIN 7 DAYS. DURING THE STORM SEASON, ALL SLOPES SHALL BE RUNOFF. `�" STABILIZED 24 HOURS PRIOR TO A PREDICTED STORM EVENT. CONSTRUCTION SITES SHALL BE RE VEGETATED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE AND 7. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TAW, - �� �i� ♦'�� SC-10 WITHIN 7-DAYS OF COMPLETION. PORTABLE TOILETS, LIQUIDS, GELS AND POWDERS SHALL HAVE SECONDARY - �" $ TER 2 CONTAINMENT AND BE STORED AWAY FROM ALL PRIVATE 1 PUBLIC STORM WATER 7. FILL SLOPES AT THE TRACT, PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE CONVEYANCE SYSTEMS, SIDEWALKS, RIGHTS-OF-WAYS AND FLOW-LINES. SLOPE AT THE CONCLUSION OF EACH WORKING DAY. �-~ 8. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL BAGS 8. TIE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO PLACES ON THE DOWN-HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES. WARN AGAINST PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED. - - 9. CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF 9. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ASPHALT SEAL COATS AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE ENGINEER. PROTECTED. _ 1 10. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL 10. ALL CONSTRUCTION CONTRACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE BE SHOWN ON THE APPROVED PLAN. AWARE OF THE REQUIRED BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT I _......_... SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. 11. DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FOR A TWENTY-FIVE (25) YEAR, SIX (6) HOUR STORM INTENSITY. THEY 11. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER MUST BE DETAILED ON THE PLANS. DESIGN AND SPECIFIC RECOMMENDATIONS SHALL THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. DISCHARGING BE SUBMITTED FOR THE FOLLOWING: NONCONTAMINATED GROUNDWATER PRODUCED BY DEWATERING ACTIVITIES MAY A) DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. REQUIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT " II B) THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY FROM THE SOIL STABILIZATION MEASURES. REGIONAL WATER QUALITY CONTROL BOARD. \ C) SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW. \ '% 12. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT \ D) DIKE REQUIREMENTS. SHOW MINIMUM WALL WIDTH, SLOPE OF WALLS, DOWN DRAINS INSTALLED. EROSION AND SEDIMENT CONTROLS INCLUDING MAINTENANCE PERCENT COMPACTION, ETC. ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT PERMANENT LANDSCAPING E) OUTLET CONDITIONS FROM THE DESILTIN3 BASIN SHALL NOT EXCEED HAS BEEN ESTABLISHED. 100% SLOPE PROTECTION MUST BE IN PLACE PRIOR TO THE -' - /� I+' DOWNSTREAM LIMITATIONS, WITH THE EXCEPTION OF OVERFLOW, WHICH IS TO ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY. ' r BE DESIGNED TO PROVIDE CAPACITY OF 1.5 TIMES THE MAXIMUM DESIGN FLOW. ?d 1 j 13. VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED DURING 12. NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND AT CONVENIENT LOCATIONS THE WET SEASON ON ANY SITES WHICH ARE NOT ADEQUATELY PROTECTED WITH TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DESILTING BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES. DAMAGED EROSION CONTROL MEASURES WHEN A 50%CHANCE OR GREATER OF RAIN + l WITHIN A 48 HOUR PERIOD IS FORECAST FOR LAKE ELSINORE BY THE NATIONAL 14. STOCKPILES OF SOIL SHALL BE PROPERLY SECURED WITH BMP'S TO ELIMINATE OR ' OCEANIC AND ATMOSPFERIC AGENCY (MOAN). REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND. STOCKPILES 13. BMP'S SHALL BE MAINTAINED AND INSPECTED DAILY. ALL REMOVABLE PROTECTIVE INACTIVE FOR A PERIOD OF 14 DAYS OR MORE SHALL BE COVERED; ACTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING STOCKPILES SHALL BE COVERED PRIOR TO A FORECASTED RAIN. DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY PERCENT (50%). 15. SPECIAL ATTENTION SHALL BE GIVEN TO PREPARATION AND INSTALLATION OF THE I I I RAIN EVENT ACTION PLAN (REAP) AS REQUIRED BASED ON SITE RISK LEVEL OR AS 14. AFTER A RAINSTORM, ALL PROJECT GENERATED SILT AND DEBRIS SHALL BE REMOVED \ I MANDATED BY THE SANTA ANA REGIONAL BOARD NPDES PERMIT, GENERAL PERMIT - II FROM CHECK BERMS, ONSIDE PUBLIC DRAINS AND PIPES, DRAINS AND PIPES OF ADJACENT PROPERTIES AND DESILTING BASINS AND THIS BASINS PUMPED DRY. ANY CONSTRUCTION ACTIVITIES. \+� II a GRADED SLOPE BMP'S DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY 16. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS ` REPAIRED. FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN TRASH I'�- II I I I I I r PENALTIES. OR RECYCLE BINS. I d L - - - - - - I I I I _ _ P - - - - - - / 15. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. 17. THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM - - - - - _ I � H/ I _(NPDES) PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER '• - _ - - - - - - - 1 _ K 16. CONSTRICTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK �. - - ' - - - `�_. AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK-OUT. ROUTINE STREET SWEEPING DISCHARGES. SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM NPDES WDID/ NOT APPLICABLE DATE WDID ISSUED: - - - - - - - - - -- - - SWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE. NPDES I 18. THE'. UNDERSIGNED CIVIL ENGINEER, A QUALIFIED QWO AC ANDLOR Q WILL REVIEW STORM WATER POLLUTION NOTES AND PLACEMENT OF EROSION CONTROL A INSURE THAT WORK IS IN ACCORDANCE WITH NPDES / STORM WATER POLLUTION NOTES: THE APPROVED PLANS. 3o s o 3o so 90 SEEL 1. THE DEVELOPER AND HIS CONTRACTOR ARE RESPONSIBLE FOR IMPLEMENTATION AND (SIGNATURE) (BCE NO ) (EXP) (DATE) SCALE: 1" 30' . MAINTENANCE OF THE SWPPP-APPROVED, PRE-QUALIFIED BMP'S FROM THE CALIFORNIA - STORM WATER QUALITY ASSOCIATION (CASQA) HANDBOOK 1 WEBSITE FOR R; _ CONSTRUCTION TO RETAIN SEDIMENTS FROM AREAS DISTURBED ONSITE TO THE - - - MAXIMUM EXTENT PRACTICABLE. THE EROSION CONTROL MEASURES INCLUDE THOSE BMP LEGEND: SHOWN ON THIS PLAN AND APPLICABLE SWPPP AS WELL AS ANY ADDITIONAL EROSION CONTROL MEASURES (E.G., HYDROSEEDING,MULCHING OF STRAW, GRAVEL-BAGGING, PLAN VIEW DIVERSION DITCHES, RETENTION BASINS, ETC.)DICTATED BY FIELD CONDITIONS TO SC-1 SILT FENCE -0 O O O SC-10 PREVENT EROSION AND/OR THE INTRODUCTION OF DIRT, MUD OR DEBRIS INTO TYPE 4 EXISTING PUBLIC STREETS AND/OR ONTO ADJACENT PROPERTIES DURING ANY PHASE SC-8 GRAVEL BAG OF CONSTRUCTION OPERATIONS. SC-10 INLET PROTECTION 2. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE KEPT ON-SITE AND TYPE PER PLAN MADE AVAILABLE UPON REQUEST OF A REPRESENTATIVE OF THE REGIONAL WATER QUALITY CONTROL BOARD (RWQCB) - SANTA ANA REGION AND/OR THE CITY OF LAKE ELSINORE. TC-1 CONSTRUCTION ENTRANCE 3. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN I&C"vir ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIAL OTHER THAN WM-8 CONCRETE WASTE MANAGEMENT HV(,IN®IING SURVEtRK' LAND BANNING ^'' 2563 B ADDISON ST, MURRIETA CA, 92562 N Ob V a i l6 i/y PHONE 951 696 9902 FA% 951 696-9961 MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH W PREPARED BY: SEAL SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE CITY OF LAKE ELS I NONE LAWS AND HAVE BEEN FOUND ACCEPTABLE Grading Plan of 7 wJ 5-09-2014 SCALE: BENCH MARK: For SHEETS NO.C55955 BM-A-93-17, WESTERLY 1. WALTER E. ALLISON RCE No. 45448 DATE RUDY NNEZ DATE Exp.12/31/14 CORNER CHANCY/MINTHORN, Thermal Electronics FILE No. PRINCIPAL ENGINEER R.C.E. C5595 12/31/14 CIVIL TOP CITY OF LAKE ELSINORE DATE: CURB.LEELEEVVX1273.77 Expansion EROSION CONTROL PLANS ROCK FILTER(USE IF FLOW DRAIN CONCENTRATED IS CONCENTRATED) INLET FLOW x f EDGE OFSTABILIZE AREA AND SILT FENCE PER SC-01 SEDIMENT TRAPGRADE UNIFORMLY1.SET POSTS ALONG CONTOUR OF THE LAND AND EXCAVATE I AROUND PERIMETER TRENCHUPSLOPE ALONG THE LINE of PosTs. SILT FENCE NOTES: YDRAIN (NET 1:1 SLOPE GEOTEXTILE 1.FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND BLANKET 2"X 2"POST. CUT TO ALIGNMENT LENGTH TO AVOID JOINTS.WHERE JOINTS ARE SHEET FLOW MAX UNAVOIDABLE,THE FABRIC SHALL BE SPLICED TOGETHER AT A SUPPORT POST ID TWISTING THE POST SHALL EACH RUN AROUND EACH OTHER. x GEOTEXTILE 2. FILTER FABRIC SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE x BLANKET 1' MIN OF THE SUPPORT POSTS USING ONE INCH,MINIMUM,LONG HEAVY-DUTY 2• MAX WIRE STAPLES OR TIE WIRES WITH EIGHT INCHES, MINIMUM,OF FABRIC SILT FENCE PER SC-01 EXTENDED INTO THE TRENCH.DO NOT STAPLE FABRIC TO TREES. NOTE. 4' + REMOVE SEDIMENT 3.COMPACTED SOIL BACKFILL SHALL BE PLACED IN THE 4"BY 4" 4 L J BEFORE REACHING / 2"X 2• TRENCH ATOP THE EXTENDED FABRIC. x xx x ONE—THIRD Fl1LL. 4.POSTS SHALL BE CONSTRUCTED OF 2"X 2"PINE. SECTION A-A 5. FILTER FABRIC SHALL BE NON—WOVEN "MIRAFI 100%", "EX%ON GTF PLAN Z� 180"OR EQUAL. NOTES '^ 1. FOR USE IN CLEARED AND GRUBBED AND IN GRADED AREAS. EXCAVATED TRENCH 5. THE MAXIMUM RUN OF SLOPE ABOVE A ROW OF SILT FENCE IS 110 `04 2. SHAPE BASIN SO THAT LONGEST INFLOW AREA FACES LONGEST LENGTH OF TRAP. SILT FENCE FEET. 3. FOR CONCENTRATED FLOWS, SHAPE BASIN IN 2:1 RATIO WITH LENGTH ORIENTED FILTER FABRICS 34• MAX. TOWARDS DIRECTION OF FLOW. 2.ATTACH THE FILTER FABRIC TO THE FENCE POSTS AND EXTEND IT 16", MIN. INTO THE DITCH, SC-10 INLET PROTECTION TYPE 2 10 Ff., MAX. .- SILT FENCE I. HEAVY DUTY FILTER FABRIC NOT TO SCALE �SILT FENCE FILTER FABRIC FLOW WIRE STAPLE ROLL END I I II I INLET II I1II1I IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII 1II1II IIII IIII 11 EMBED FILTER F �\ 2 X z POST. MIN.4"INTO GROBUND , 2"%2" POST. FLOW _ FLOW / �� II II II II II II II 11 1 II I II II II II 11 1 14"'MK 11 II II 11 1 / 47,AM 4BAGIS 'HEAVY D ROLL END 1WIRE STAPL� SILT FENCE FILTER FABRIC SPILLWAY SPILLWAY SIDE VIEW END LAP TOP VIEWSPIL HIGH SPIL HIGH NO SCALE NO SCALE GRA 2-BAGS HIGH NOTES 1. INTENDED FOR SHORT TERM USE SET SILT FENCE AS FAR 2. USE TO INHIBIT NON-STORM WATER FLOW. FROM SLOPE TOE AS 3. ALLOW FOR PROPER MAINTENANCE AND CLEANUP. 3. BACKFILL AND COMPACT THE TRENCH WITH EXCAVATED SOILS. •- POSSIBLE, 10 FT..MIN. 4. BAGS MUST BE REMOVED AFTER ADJACENT OPERATION IS COMPLETE. 10�� MAX i�t1A`,* y SILT FENCE M� 5. NOT APPLICABLE IN AREAS WITH HIGH SILTS AND CLAYS WITHOUT FILTER FABRIC. ROLL END TOE OF SLOPE f SILT FENCE SILT FENCE FILTER FABRIC A�:;M;?! FILTER FABRIC SC INLET PROTECTION TYPE 4 II I II 1 '""3•t��" II I II II II II II I '•:ram' STAPLES NOT TO SCALE III a II II n n l n n ll II I 11 11 II II II I II II II II II '" OF ROW (2 PER BALE)TURN END IIII n n n 1 n n u u II �� � 2 X 2 STRAW BALE 4'WX2'H PLYWOOD SIGN II II 11 I II II II II II SLIGHTLY UPHILL I I I I I 11 I I I I I I CONCRETE I I III n n III ` 10 Fr..MAX. pose. 10 MIL PLASTIC LINING WOOD OR METAL STAKES II II PAINTED WHITE WITH BLACK 6" + 111 I1 END DETAIL WASHOUT BLACK LETTERS. ATTACH TO TOE OF SLOPE SILT FENCE No SCALE (z PER BALE) II 4" S0. POST 8' LONG LOCATION NO SCALE h ti SC-1 SILT FENCE SECTION A-A NTS To' MIN. CONCRETE WASHOUT SIGN sTANE ... ..........— ._........... (TV.) w 50'MIN. ,A PUBLIC RIGHT- CONS f EXISTING GROUND MIN. 4X LARGEST � ` 10 hI1L MSTIC LININD CONSTRUCTION VEHICLE OF-WAY TIRE. w w > 2"XB" J"O STEEL WIRE STAPLE M N. z . • 14'MIN a 1 - ro — s"111111t j ;� N • • • • • • I • • .. .ram 12 M m STRAW BALE IN." 3-6" COARSE EXISTING GROUND 20'R.MIN GRAVEL BAGS (TYP) PLAN (TYP.) STAPLE DETAIL AGGREGATE SHAKER PLATE 24' NOTES LONG MIN. PROVIDE APPROPRIATE TRANSITION r BETWEEN STABILIZED CONSTRLCT10?1 I 1. ACTUAL LAYOUT DETERMINED IN THE FIELD 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED ENTRANT AND PUBLIC RIGHT-CF-WAY WITH 30' OF THE TEMPORARY CONCRETE WASHOUT PROFILE PLAN FACILITY TC-1 STABILIZED CONSTRUCTION ENTRANCE SC-8 GRAVEL BAG VELOCITY REDUCER NTS NTS WM8 CONCRETE WASTE MANAGEMENT NOT TO SCALE REN0var ENGINEERING - SURVEYING MIION411,04 W: N 36 ©� a/,�/'� 2563-0 AD696- 02Sf, MURAX: CA, 92562 -99 'Y U PHONE: 951.696-9902 FAX: 951.8%-9%1 /� MARK REVISIONS APPR. DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL CITY OF LAKE ELS I NORE SHEET APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE Grading Plan OF 7 5-09-2014 SCALE: BENCH MARK: For SHEETS '�� NO. C55955 BM-A-93-17, WESTERLY WALTER E. ALLISON RICE No. 45448 DATE RUDY E. NWR'E - DATE Exp.12/31/14 CORNER CHANEY/MINTHDRN, Thermal Electronics FILE No. PRINCIPAL ENGINEER R.C.E. C55955 EXP 12/31/14 CIVIL CITY OF LAKE ELSINORE DATE: CHISELED BOX TOP OF CURB. ELEV=1273.77 Expansion