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HomeMy WebLinkAboutTR 30496 PG PLAN NO 750-1-750-4 GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE 74 o ORDINANCES NO. 801 AND 882 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE U.B.C., CHAPTER 70. CITY OF LAKE ELS 15 2. A PERMIT S14ALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE NORE NEWPORT RD ELSINORE, PRIOR TO ANY 04 03. THE DEVELOPER AND/OR CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A. ALERT(1-80 -422-4133) 48 HOURS PRIOR TO GRADING. P0� 4. THE CONTRACTOR SHALL NOTIFYT THE ENGINEERING DEPARTMENT AT LEAST 24 HOURS 'T ` 4"` 6 IN ADVANCE OF BEGINNING GRADING OPERATIONS. L + Ton""Au" SCOTT R0. 0 T 9 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. 6. CUT SLOPES NO STEEPER THAT 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE NO APPROVED, A SHALL BE SHOWN ON THE PLANS. COMPACTION OUT TO THE FINISHED SURFACE. 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE KEI7H RD. APPROVED, SHALL BE SHOWN ON THE PLAN, AND SHALL NOT HAVE LESS THAN 90%RELATIVE u `� LAN 8. FILL AREAS SHALL B£COMPACTED THROUGHOUT TO 9OZ DENSITY AS DETERMINED BY THE `\ MODIFIED THREE LAYER A.S.T.M. 0-1557-70 TEST METHOD. 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND INSPECTED ` BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOT TO PLACING / !� � ��•, O OF FILL. 10..ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION / OF GROUND IS APPROVED BY THE SOILS ENGINEER. VICINITY MAP 11 PER FOOTT FORADER SHALL MINIMUMLOFJ.ED AWAY FROM IEN IZ (MINIMUM) WALLS AT TOOF EARTH SWALE.S THAN 112" x 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 19/F CUT OR FILL 0 NOT TO SCALE SLOPE IS LESS THAN 10', AND 2%IF CUT OR FILL IS GREATER THAN 10. DRAINAGE SWALES SEE SHEET 314 SHALL BE A MINIMUM OF 0.50'DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE 'W ENGINEER'S NOTE TO CONTRACTOR: TOP OF CUT OR FILL SLOPES. 13. PROVIDE 5' WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR ANY OTHER STRUCTURES SHOWN ON THESE DRAWINGS WERE OBTAINED BY A SEARCH OF THE OVER 5' HIGH. // / ,®rr s !/ ' \\ AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OTHER UTILITIES 14. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100-YEAR STORM FLOWS ALONG THE TOP r rr OR STRUCTURES EXCEPT AS SHOWN ON THESE DRAWINGS THE CONTRACTOR IS REQUIRED OF CUT SLOPES. b / TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY UNES SHOWN ON THE 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. / \\ DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL L14BILI7Y AND RESPONSIBILITY FOR 16. A SOILS ENGINEER SHALL BE RETAINED BY 77-I£DEVELOPER, TO SUPERVISE GRADING AND \ UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. - O PROVIDE A FINAL SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS AND EXPANSIVE CHARACTERISTICS OF THE SOIL. / p- pp 0 0 '� CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION - \ JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. / 0 \ APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE /18. THE SOILS ENGINEERING INVESTIGATIONCONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY, THE OWNER AND THE DATED MAY 22, 2003 PREPARED BY PACIFIC SOILS / a �, p ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION COMPANY SHALL BE CONSIDERED CONSIDERED PART OF THIS GRADING PLAN, AND SHALL / p p WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING COMPLIED WITH. °a, p FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 19, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION / .. �o p 0 HENRY C. POOUIZ, R.C.E. No. 37037 OF BULDING PAD ELEVATION. WHERE SP/CInC ELEVATIONS ARE REQUIRED, THE ELEVATION o BE GIVEN. IF AN ELEVA77ON WITH RESPECT ADJACENT GROWITH RESPECTUND SURFACE IS REQUIRED,MEAN SEA LEVEL) L THE ACTUAL DISTANCE ABOVE THE ADJACENT TO \ p GROUND SHALL BE GIVEN. \\ \ 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO LEGEND COMMENCEMENT OF ANY CONSTRUCTION/GRADING. EROSION CONTROL NOTES 21, STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS \ \ Q - FF= FINISHED FLOOR ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES \ / A. IN CASE OF EMERGENCY, CALL PROHAS ENTERPRISES, INC. AT(510)293-9150 FL - FLOWUNE OVER 30'IN VERTICAL HEIGHT. \ B. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT OF EROSION CONTROL HP = HIGH POINT " 22. A.FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. INDEX MAP \ AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS. FG = FINISHED GRADE g 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED IT MUST BE j SCALE: 1=200 \ C. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES NG = NATURAL GROUND CLEARED, KEYED, AND BENCHED INTO A FfRM NATURAL SOIL FOR FULL .SUPPORT. DURING THE RAINY SEASON, OCTOBER 15 THROUGH APRIL 15. NECESSARY z FS = FINISHED SURFACE PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT \ / MATERLALS SHALL BE AVAILABLE ON-SITE AND STOCKPILED AT CONVENIENT OF FILL MATERIAL. SLOPES GREATER THAN 5.1 ARE REQUIRED TO BE KEYED AND BENCHED. \\ / LOC4770NS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO WM = WATER METER 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 1W= TOP OF RETAINING WALL A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKRLL OF D. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE IF= TOP OF FOOTING ^ ALLUVIAL COLLUVIAL AND TERRACED AREAS AND ANY STRUCTURES. - - APPROVAL OF THE CITY ENGINEER. S = SEWER LINE B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, BENCHING CONSTRUCTION NOTES' ESTIMATED OUANTITIES E. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN W = WATERLINE AND flLUNG OPERATIONS PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE DAY RAIN PROBABILITY iO CONSTRUCT 3"A.C. PAVING OVER 6.5"A.B.(FINAL SECTION PER SOILS ENGINEER'S REPORT) 15,200 S.F. FORECAST EXCEEDS 40 PERCENT. 7M = INVERT ELEVATION • C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. TMH = TOP OF MANHOLE ALLUVIAL, COLLUVML AND TERRACED AREAS AND ANY STRUCTURES. O CONSTRUCT 6'P.C.C. PAVING 4,430 S.F. F. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK DF= DEEPENED FOOTING D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION, BERMS AND DESILTING BASINS ANY GRADED SLOPE SURFACE PROTECTION PCC = PORTLIND CONCRETE CEMENT 30 CONSTRUCT 6" PCC CURB AND GUTTER PER RIV. CO. STD. NO. 200 170 L.F. MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. 25. EROSION CONTROL:ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" TG = TOP OF GRATE ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15'IN VER77CAL 4 CONSTRUCT 6" PCC CURB ONLY PER RIV.CO. STD. NO. 204 1,593 L.F. G. FILL SLOPES AT THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES O SLOPE AT THE CONCLUSION OF EACH WORKING DAY. ---PROPERTY LINE 5 CONSTRUCT 3' WIDE PCC SWALE PER DETAIL HEREON 480 L.F. H. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE POSTED ON THE SITE TO SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTER, - _ TREES, 20, ON CENTER, COMBINATIONS, 15' ON CENTERS. SLOPES OVER 3'IN VERTICAL © CONSTRUCT 4" THICK PCC WALKWAY 4,330 S.F. PREVENT PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED WHENEVER -CENTERLINE HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION THE DEPTH EXCEEDS TWO FEET OR CREATES A HAZARDOUS CONDITION. BLOCK WALL DEVICES PER U.B.C. CHAPTER 70. O7 CONSTRUCT 12"X78" CATCH BASIN WITH TRAFFIC GRATE, BROOKS PRODUCT 1218 1 EACH 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE ® CONSTRUCT CURB INLET CATCH BASIN PER RIV CO. STD. 300, H=4', W=4' 1 EACH Q$I y- --FLOW LINE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. HENRY C. POQUIZ RCE 37037, EXP. 6-30-06 D ATE GRATE INLET CATCH BASIN 3'HI 27. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED Q CONSTRUCT 3 HIGH (MAX.) RETAINING WALL WITH RAILINGS PER STRUCTURAL ENG'R. DETAILS 43 L.F. DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK. f0 CONSTRUCT 'HIGH (MAX.) RETAINING WALL PER DETAIL ON SHE££T 7 714 L.F. ® GRATE INLET MANHOLE 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. 11 CONSTRUCT CAR WASH CLARIFIER WITH SAMPLE BOX PER BUILDING PLUMBING PLAN. 3 EACH 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. i CONSTRUCT TRASH ENCLOSURE PER ARCHITECT'S DRAWING. 1 EACH 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. i CONSTRUCT 6" SDR 35 SEWER LATERAL 260 L.F. 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION 74 CONSTRUCT B" SDR 35 STORM DRAIN LINE 213 L.F. OF GRADING OPERATION. CONTRACTOR'S RESPONSIBILITY FOR SAFETY 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL i©CONSTRUCT 36"X36" BOLT DOWN TRAFFIC GR47E PER BROOKS PRODUCT 3636 1 EACH SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF (MODIFY EXIST. MANHOLE TO RECEIVE GRATE COVER) - 1N SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND - ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE N0. 882 PRIOR TO THE �CONSTRUCT WHEEL STOP L.S.L.S. COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS APPROVAL OF FINAL INSPECTION. 1©CONSTRUCT PARKING STRIPING L.S. PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY 33. ANY CONTRACTOR PERFORMING WORK ON MS PROJECT SHALL FAMILIARIZE HIMSELF WITH CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR THE SITE AND BE SOLELY R£PONSISLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING 3 CONSTRUCT HANDICAPPED RAMP PER ADA STANDARDS 5 EACH SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER THE ENGINEER AND THE CITY OF UPLAND REAL OR ALLEGED, IN CONNECTION® HARMLESS FROM ANY AND ALL LIABILITY, WITH THE §DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS WHETHER OR NOT SUCH FACILITIES ADJUST MANHOLE COVER TO GRADE 2 EACH SHOWN ON THESE PLANS. PERFORMANCE OF WORK OF THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE_ 0 34. THE DESIGN ENGINEER SHALL RPOVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED CONSTRUCT SEWER CLEANOUT PER RIV. CO. STD. NO. 603 4 EACH NEGLIGENCE OF THE OWNER, THE ENGINEER, OR THE CITY OF UPLAND. PAD, PRIOR TO ROUGH GRADE APPROVAL. 1 CONSTRUCT STORM DRAIN CLEANOUT PER CITY STANDARDS 2 EACH ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE COMPLETION: JUNE35. APPROXIMATE DATE OF: BEGINNING OPERATION: MAY 15, 2005 ©CONSTRUCT 1-1 2" COPPER WATER SERVICE LINE 2 EACH PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT THE EMPLOYEES ARE PROVIDED A SAFE PLACE TO $ 1, 2005 WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY 36. NO ROCK OR OTHER IRREDUCIBLE MATERRAL IAL WITH A MAXIMUM DIMENSIONS GREATER THAN ©CONSTRUCT 12" PVC (SCH. 40) DRAIN LINE 24 L.F. WITH THE"OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR 3" WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR 3' OF FINISH GRADES, UNLESS THE CONSTRUCT MANHOLE NO. 1 PER RCFCWCD STD. NO. 251 - 1 EACH AND WITH "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY ^ LOCATION, MATERIALS AND DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. ©REMOVE EXISTING DRAINAGE INLET RISER 1 EACH WAY FORTHE CONTRACTOR AND SUBCONTRACTOR'S COMPLIANCE WITH SAID REGULATION AND JZ THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION S. BEFORE APPROVAL. 38. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. SOILS ENGINEER'S CERIIRCATE: UNDERGROUND SERVICE ALERT EARTHWORK- THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND CUT= 120 C.Y. NOTE'OUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. FOUND TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AND FILL = 3,600 C.Y. CONTRACTORS SHALL BE RESPONSIBLE FOR VERYING ALL QUANTITIES PRIOR SPECIFICATIONS OUTLINED/N THE SOILS AND GEO7ECHNIC4L CALL:TOLL FREE v IMPORT = 3680 C.Y. TO BIDDING FOR CONSTRUCTION. REPOR PREPARED FOR THIS DEVELOPMENT. WDID#8 33C334550 227 62800 AREA OF DISTURBANCE-1.32 Ac. `L- + �� , v -.L�_0% PROPERTY ADDRESS 25371 RAILROAD CANYON ROAD,LAKE ELSINORE 1 E 5-?217 �• 31 o z a4TE o 1W0 WORKING DAIS BEFORE YOU DIG MARK REVISIONS' APPR. DATE THESE PLAN HAVE BEEN APPROPRIATES CONDITIONS O�DEVELOPMENTIEWED FOROAND/OR WITH ANDS PREPARED BY: SEAL PLANS PREPARED FOR: CITY OF LAKE ELSINORE SHEET 1 o HP ENGINEERING, INC Ess, SHELL GAS STATION STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE . QaoF , CIVIL ENGINEERING • LAND SURVEYING ° PRECISE GRADING PLAN TABS CR TVIEW ROAD, REDI.ANDS, CA. 92374 . Na 37037 H MA • OF 4 ¢ 4 z o Tel. (909) 9 -6797 Fox (909r) 99-1508 ExD e_30_OG SCALE: LOT 9 �- 10, TR. 30496 SHEETS i /s S c` RN. CO. B.M. E-14-70 w ROBERT MOEHLING, RCE 3 A E 1"=20' BRASS DISC IN CONC. POST FILE No. �? Iv r ALONG R.R. CANYON ROAD CITY ENGINEER R.XR b o oL 1 �• "t'o- ' 2.7 Mt. NE HWY 71 M.B. 367/17-25 T CITY OF LAKE ELSINORE HENRY C. POQUIZ, R a 37037 DATA DATE: MARCH 29, 2005 �S V i ELEVATION=1400.873 3 'ZOO 4 �` SILT/DEBRIS BASKET— ---------------- 4 © Q ? ABSORBENT-FILLED POUCH 1 _ 'j. 3s' BQ O 90 DRAIN i N.G. PIPE �� •OCq w SECTION"E="E' TYPICAL CATCH BASIN WSERT N.T.S. (FLOGUARD BRAND) NTS SECTION"A" 'A" N.T.S. WOODEN STAKE 6" DEEP, 1" DIA. AGGREGATE BASE MATERIAL 3 FILTER FABRIC \\\\\\\�\\\�NATIVE e 9 ti STABILIZED CONSTRUCTION ENTRANCE/EXIT i TOP OF SLOPE NOT TO SCALE FLOW R 6"X6" TRENCHWITH O III I�-I l BACKFILL p MIN. 44-Z v SECTION'F'-"F" TYPICAL SILT FENCE SECTION N.T.S. NOT TO SCALE SECTION"B''B" N.T.S. WOODEN STAKE 4� 2' all ® © O m N 4 SLOW I I�I \�\ V�� SECTION"C="C' \/\\/\\/\\/\i i \\/\\/\\/\\/\ TOE OF SLOPE N.T.S. I I 6"X6" TRENCH WITH TAMPED MIN. 2 \ ' SACKFILL V SECTION"G''G" TYPICAL SILT FENCE SECTION N.r.s. NOT TO SCALE ® © e BMP DETAILS ° H H : ;y.....::.... .,...:: >: THICK Rnaus \\\\\\\\\\\� p �°` �fOx% 6x6 WIRE MESH UNDERGROUND SERVICE ALERT pia MIN• ?•� 5 P� CC SALE DETAIL SECTION"H"'H" dY CALL:TOLL FREE N.T.S. SECTION"D°"D" WDID#8 33C334550 1-80o 227-2600 GRAVEL BAGS AROUND AREA DRAINS N.r.s. NOT TO SCALE 0 1Y70 WORKING DAYS BEFORE YOD W6 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY: SEAL PLANS PREPARED FOR: MARK REVISIONS APPR. DATE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND Hp ENGINEERING, INC. SHELL GAS STATION CRY OF LAKE ELSINORE SHEE 2 STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE QaoFEssi CIVIL ENGINEERING • LAND SURVEYING PRECISE GRADING PLAN 4 14115 CR IEW ROAD, REDLANDS, CA. 92374 N H MA OF Tel. (909) 99-6797 Fox (909) 799-1508 ,may No.37037 SCALE: RN. CO. B.M. E-14-70 SHEETS E.P.d-30—OG . 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CANYON ROAD � ROBERT MOEHLING, RCE 630� DATE - n�.a�t 2.7 MI. NE HWY 71 M.B.367/17-25 FILE No. CITY ENGINEER E �/�%c 3[� 9 CITY OF LAKE ELSINORE HENRY C. POQUIZ, 7037 DATE DATE: MARCH 29, 2005 ELEVATION=1400.873 750 N28'59'33'£78.55' ------------------- N161 I tiyryo I \ \ SCALE., i"=20' EA:6'CURB X 6 CURB '-a (D 0 EX.5'CURB - �"�5 ROgD O 31 3 © TWO LAYERS OF SAND BAGS O CONVENIENCE STORE GAS STATION I O ,�?1b // egcsTo :cr_ u % i u p 1 b ®� 1491;.41.. 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DATE APPROPPLANS HAVE R ATE CONDIT ONS OF EVELO ME TN REVIEWED FOR OAND/OR CITY AND MPLIANCE WITH E PREPARED BY: SEAL PLANS PREPARED FOR: CITY OF LAKE ELSINORE SHEET 4 o STATE LAWS AND HAVE BEEN FOUND ACCEPTABLE HP ENGINEERING, INC. oQRG����o, SHELL GAS STATION CIVIL ENGINEERING • LAND SURVEYING EROSION CONTROL PLAN 1485 CRESTVIEW ROAD, REDLANDS, CA. 92374 y MARK:CH OF E K OLD Tel. (909) 799 97 Fax (909) 799-1508 No.37037 S, SCALE: SHEETS w 9 RIV. CO. B.M. E-14-70 LOT 9 + 10 , TR. 30496 ROBERT MOEHLING, RCE 63056 ExP a-�-� DATE 1"=20' BRASS DISC IN CONC. POST FILE No. CITY ENGINEER ov�G/sgbb ��4a e ALONG NE HWYN71 ROAD M.B. 367/17-25 �5b CITY OF LAKE ELSINORE HENRY C. POOUIZ, R 7037 DATE DATE: MARCH 29, 2005 ELEVATION=1400.873 IW f