Loading...
HomeMy WebLinkAbout807-1 GENERAL NOTES: PRECISE GRADING PLAN 15 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY 25. EROSION CONTROL ALL GRADED SLOPES SHALL BE PLANTED FOR � OF LAKE ELSINORE ORDINANCES N0.801 AND 882 AND APPLICABLE WITH ROSEA ICE PLANT AT 12'ON CENTERS OR ANOTHER STANDARDS AND SPEC/FICA77ONS AND THE LATEST D177ON OF THE U.B.C., APPROVED GROUND COVER. SLOPES OVER 15'IN VERTICAL O APPENDIX CHAPTER JJ HEIGHT, IN ADDITION O GROUND COVER, SHALL BE PLANTED PARCEL 3 P.M. 6972 P.M.B. 21182 C Z oe 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF WITH APPROVED TREES, SHRUBS, OR COMBINATIONS THEREOF. p� F'p� LAKE ELSINORE, PRIOR TO ANY OPERA77ON. SHRUBS SHALL BE PLANTED AT 10'ON CENTERS; TREES, 20' A.P./Y. 370-080-027 SITE !ST 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY VERTICAL CENTER, HT'SHALL HAVE 15'CENTERS SLOPES OVER TES �1 VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS IN THE CITY OF LAKE ELSINORE STATE OF CALIFORNIA COMPANIES AND U.SA ALERT(7-800-422-4133)48 HOURS PRIOR TO W7/H/BACK FLOW PREVENTION DEVICES PER U.B.C. F SOS 0 GRADING. 26. PROVISION PROTECTIVE 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTM MUST ENT AT LEAST EMEASURES AND TEMPORARY ORAIHAG£ PROVISIONS MUST B£USED O PROTECT ADJOINING 5� 24 HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS PROPERTIES DURING THE GRADING PROJECT. i 3J 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED 2Z APPROVED EROSION PREYENIATNE DEVICES Shall BE BY THE CITY ENGINEER. PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND rV• SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. P.-8 2Y13 `v Z 6;_ CUT SLOPES SHALL BE IPCY STEEPEN 7TURF 2 HORIZONTAL 7L7 Y DER77CAL 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE P.1�r1.�, 2 J/�2 I I SJ. 3 n G7 UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN ON PLAN CONSTRUCTION SAFELY ORDERS C . - 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO ONE 29. THE LOCATION AND PROTECTION OF ALL UTILITIES'IS THE I �� z VERTICAL, UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN ON PLAN, RESPONSIBILITY OF THE PERMITTEE. c Ol AND SHALL NOT HAVE LESS THAN 90 X RELATIVE COMPACTIONTO OUT THE 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB FINISH SURFACE. SITE AT ALL TIMES. VICINITY MAP. 3 NO SCALE aFILLS SHALL BE COMPACTED THROUGHOUT TO90X DENSITY AS DDETERMINED31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM W I i; BY THE MODIFIED THREE LAYER A.S.T.M. D-1557-70 TEST METHOD BEGINNING TO COMPLETION OF GRADING OPERATIONS. ❑ ❑ 9_ FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS SCARIFID, 32. ALL SLOPES SHALL BE PLANTED AND IRR/G47JON FACILITIES AND INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF 3 FEET \ PAFfGE'L 3Io I y AGENCY PRIOR TO THE PLACING OF FILL VERTICAL HEIGHT W17HIN 90 DAYS AFTER COMPLETION OF 1 ROUGH GRADING PLAN AND SHALL BE IN ACCORDANCE 107H P bY, 5972 10. ALL FILL MATER4LL SHALL B£CLEAN FARM. NO FILL SHALL BE PLACED ORDINANCE NO. 882 PRIOR TOTHE APPROVAL OF FINAL J 00, P/W B, 2 Y/52 e I 2 UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. INSPECTION. T„ T, L J SHALL IT. FINISHED GRADE SHA BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL 88 `�,Fi' `y'CI`) p APPLICANT." NOT LESS TFWJ 1/2"PER TOOT FOR A MINIMUM OF 3; THEN IX FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY 1,66 AG, r7J36 PROPOSED �. (MINIMUM) TO FLOW LINE OF EARTH SWALE. RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES BUILDING I I PETER&USA DE LA TORRE RAINAGE SWALE SLOPE SOLACE BE 1 X IF RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, -� 10,000 S.F. 0 2J604 CRAB HOLLOW C/R. 12. MIN/MUM BUILDING PAD AND D CUT OR FILL SLOPE!S LESS 41IJ 10;AND 2X IF CUT L FILL IS WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE 1267.00 F.F. L J (� WI(DOANR,CA 92595 PLANS. 1266.50 PAD GREATER THAN 10'. DRAINAGE SWAL£S SHALL BE A MIN/MUM OF 0.5' 34 DEEP AND CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR . THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE FILL SLOPES. BLUR TOP PER FINISHED PAD, PRIOR TO VOUCH GRADE I REPRESENTATIVE/ENGINEER: APPROVAL 13. PROVIDE 5'WIDE BY P HIGH BERM OR EQUIVALENT ALONG THE OP J5. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM eN1 e S +� 3500Gf DEVELOPERS INC. OF CUT SLOPE DIMENSION GREATER THAN 3'WILL BE PLACED IN FCLS WITHIN P iJ l,i�•J� �I 43500 R10CE PARK DRIVE 1202 I 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR STORM FLOWS ROADBED AREAS OR X OF FINISH GRADES, UNLESS THE TEMECULA.CAUFORNN 92590 ALONG THE TOP OF CUT SLOPES. LOCATION, MATERIALS AND DISPOSAL METHODS ARE SPECIFICALLY P 17)• 6972 I TEL-951-699-6450 APPROVED BY THE SOILS ENGINEER. PM8, 21/32 I I I FAX,951-699-J369 15. NO OBSTRUCTION OF FLOOD PLANS OR NATURAL WATER COURSES SHALL 36. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE BE PERMITTED. I AREA DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO 37. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETA'NING �� O SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH WALLS ARE APPROVED BY THE BUILDING DEPARTMENT /�/ ]� 1.86 ACRES GROSS ° =7 INCLUDES FOUND A77ON REQUIREMENTS(SUBDIVISION)AN EXPANSIVE CONSTRUCT/ON NOTES QUANTITY TI• • 1.66 ACRES NET D CHARACTERISTICS OF THE SOIL 38. APPROXIMATE LUTE OF.' BEGINNING OPER47I0N: 'o 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A COMPLETION.' 1 EA. ASSESSOR PARCEL NUMBERS: s z FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE O7 CONSTRUCT 28'COMMERCIAL DRIVEWAY APPROACH PER RN. CO. STD. NO. 207 SUBMITTED O THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR 4.6'AC OVER 11.3"AB CLASS 2) g C 39. SITE MUST OBTAIN NODES PERM 375 LF. 370-08IS-016 z TO ISSUANCE OF BUILDING PERMITS AND INDUSTRIAL STORM WATER DI TO REGULATE MUNICIPAL (SCHARGES. O- CONSTRUCT A-6 TYPE CURB AND GUTTER PER RN. CO. STD. N0. 200 18. THE SOILS ENGINEERING INVESTIGATION DATED DEC. 6. 2004 PREPARED 3� CONSTRUCT D-1 TYPE CURB PER RN. CO. STD. NO. 204 590 L.F. m BY T.H.. SOILSCO. lN.. DATED 12-6-04 AND 714E 40. ALL WALLS TO BE PERMITTED SEPERATELY Q4 - NOT USED 0 L.F. THOMAS GU/DE co ENGINEERING GEOLOGIC INVESTG47ON DATED 12-6-04 PREPARED CONSTRUCT 3' WIDE CONCRETE RIBBON GUTTER PER DETAIL 5 THIS SHEET- By 135 L.F. v z W T.H.E. SOILS Co. INC, , SHALL BE CONSIDERED A PART OF © - CONSTRUCT 6' C.M.U. BLOCK WALL PER SEPERATE PERMIT 90 L.F. SMI BERWDINO COUNTY,RIVERSIDE COUNTY, YEAR 2002 THIS GRADING PLAN,AND SHALL BE COMPLIED WITH. PACE 895, COORD.J-4 THIS S17E HAS OBTAINED A NATIONAL POLLUTANT DISCHARGE ELIMINATION 7�^ CONSTRUCT ACCESS RAMP PER RN. CO. STD. NO. 403 1 EA• 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT SYSTEM(NPDES)PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM V CONSTRUCT FACING RIP RAP PER DETAIL ON SHEET 2 3.0 C.Y. CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE WATER DISCHARGES V CONSTRUCT 1.5'CONCRETE STEP OUT AT PARKING LOT PLANTERS 95 L.F. UTILITIES R£QU/RED, THE ELEVATION(WIN RESPECT TO MEIN SEA LEVEL)SHALL BE GIVEN IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, 10 CONSTRUCT 0.25'AC. OVER 0.45'A.B.CLASS ll DRIVE ISLE 20,480 S.F. SHALL ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHA BE GIVEN NODES PERMIT NUMBER: DATE PERM?ISSUED: 665 L.F. 11 PER/METER BLOCK WALL (PER S£PERA7E PERMIT) WATER; [35/NRE VALLEY MUNICIPAL WATER DISTRICT 20. ALL PROPERTY CORNERS SWILL BE CLEARLY DELINEATED IN THE FIELD PR/OR TO /-A B3JC337306 12/19/2005 SEWER QyNOR£VALLEY MUNICIPAL WATER DISTRICT GASCOMMENCEMENT OF ANY CONSTRUCTION/ ELECTRIC. THE GAS COMPANY GRADING. ELECTRIC: SO.LAL EDISON 21. STABILITY CALCULATIONS W1774 A FACTOR OF AT LEAST 1.5 TELEPHONE. VER/ZON(GTE) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING 0 VEREXCA VA TION AND PREPARATION CABLE: AT&T BROAD BANDAND ENGINEERING DEPARTMENT FOR CUT AND PILL SLOPES SCHOOL DISTRICT. ELSINORE VALLEY UNIFIED SCHOOL DISTRICT OVER 30'IN VERTICAL HEIGHT. 22. A FURL COMPACTION REPORT WILL BE REQUIRED FOR ALL ENGINEERS NOTICE: OF EX/STING GROUND FILLS GREATER THAN ONE FOOT. THE UPPER 2 TO 3-F7 OF ALLlA21L SOILS ARE CONSIDERED GEOLOGIC STATEME Y3. /F STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE POTENT14LLY COMPRESSIBLE IN THEIR EXISTING STATE AND WILL REQUIRE PLACE, IT MUST BE CLEARED, KEYED,AND BENCHED INTO FIRM RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THEIR COMPLETE REMOVAL TO PLACEMENT OF FILL REMOVALS SHOULD NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AN PROPERTY. EXPOSED MEDIUM DENSE TO DENSE ALLUVIAL SOILS THAT ARE FREE OF THIS SITE IS NOT SUBJECT TO LIQUEFACTION. APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED ROOTS AND PORES. OVEREXLUVARON SHOULD BE PREFORMED WITHIN THIS S17E IS NOT IN A GEOLOGIC HAZARD AREA PLACEMENT OF FILL MATERIAL. SLOPES GR£47ER THAN 5:1 ARE TO NORMAL WORKING HOURS THE CONTRACTOR SHALL DEFEND, INDEMNIFY THE BUILDING PADS TO A MINIMUM DEPTH OF 3-FT BELOW FINISH THIS STIE IS NOT IN A SPECUL STUD/ES ZONE. REQUIRED TO BE KEYED AND BENCHED. AND HOD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL GRADE, 3-FT BELOW NATURAL GROUND OR 2-FT BELOW THE DEEPEST THIS SITE IS NOT IN A FEM4 MAPPED FLOODPLAIN. LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORA14NCE FOOTING, WHICHEVER IS DEEPEST. THE EXPOSED SOILS SHOULD HAVE A 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN OF WORK ON THIS PROJECT EXCEPTING FOR LAB/CITY ARISING FROM THE MINIMUM IN-PLACE RELATIVE COMPACTION OF 85X(AS DETERMINED BY THE FOLLOWING STAGES: SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. ASTM D-1557). THE PROJECT SOILS ENGINEER AND/OR GEOLOGIST SHEET INDEX A UPON COMPLETION OF CLEARING AND DURING SHOULD VERIFY THE COMPETENCE OF THE EXPOSED BOTTOM OF LEGEND: 2. ALL UNDERGROUND l/T7UTT£S OR STRUCTURES REPORTED OR FOUND ON Z7 EXCAVATION AND BEFORE BACK PILL OF ALLUVIAL, REMOVALS IN THE FIELD IN AREAS THAT DO NOT PIED COMPETENT 9 o COLLUVAL AND TERRACED AREAS AND ANY PUBLIC RECORDS,ARE INDICATED WITH THEIR APPROXIIATE LOCATION AND SUBSTRUCTURES. E7CTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH MATERIAL AND/OR AREAS CONTAINING LARGE TREES WITH DEEP ROOT - SHEET/ TITLE SHEET D THE IMPROVEMENTS HEREON,AGREES TO ASSUME LIABILITY AND HOLD THE SYSTEMS, EASEMENTS,AND/OR SEPTIC SYSTEMS, DEEPER REMOVALS MAY - SHEET 2 EROSION CONTROL PLAN m T.F. TOP OF FOOTING SHEET J EROSION CONTROL PLAN B. DURING ALL ROUGH GRADING AND OPERATIONS ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE DO57ENCE BE NECESSARY. n INCLUDING PRE-COMPACTION, BENCHING AND FILLING OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED H.P. = HIGH POINT W OPERATIONS. ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED PRIOR O PLACEMENT OF ANY FILL MATERWS ON-SITE, THE EXPOSED L.P. = LOW POINT BASS OF BEARINGS _ z OR RECORD LOCATIONS THE CONTRACTOR IS REQUIRED TO TAKE DUE EARTH MATERIALS SHOULD BE SCARIFIED, MOISTURE CONDITIONED,AND F.L. = FLOW LINE ; J C C DURING INSTALLATION OF BUTTRESS AND CANYON SUB- PRECAUTIONARY MEASURES O PR07ECT THE UTILITIES OR STRUCTURES RECOMPACTD TO A MINIMUM OF 90-PERCENT OF THE MAXIMUM DRY F.S. = FINISH SURFACE ALL BEARINGS AND DISTANCES SHOWN DRAINS AND FILTER MATEREAL SHOWN AND ANY OTHER FOUND AT THE SITE: /T SHALL BE THE CONTRACTORS DENSITY AS DETERMINED BY ASTM D-155Z EL. = EL.EVA71ON HEREON,ARE RECORDED PER PARCEL - C AN D. WHEN Y UNUSUAL GRADING COND177ONS ARE RESPONSIBIL17Y TO NOTIFY THE OWNERS OF ALL U77LMES OR STRUCTURES MAP 6972 PER MAP ON FILE IN P.M.B. � m ENCOUNTERED DURING CONSTRUCTION. CONCERNED BEFORE STARTING WORK FILL PLACEMENT T.W. = TOP OF WALL 21/82 RECORDS OF RIVERSIDE COUNTY P9D - -- = RIGHT OF WAY EARTHWORK QUANTITIES: 3 OR LIABLE FOR UNAUTHORIZEDTHE EVGINEER NG CHANGESTHESE WfLL NOT BE TO OR USES OF THESEBLE PfANSR AS STRALLUCTURAL SEDIMENTS ARE EXPECTED TO E SUITABLE FOR USE = PROPERTY LINE AS STRUCTURAL FILL PROVIDED THEY ARE NON-EXPANSIVE AND TREE OF ALL CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED CONSTRUCTION DEBRIS.A QUALIFIED SOIL ENGINEER SHOULD TEST - = CENTERLINE RAW CUT' 210 C.Y. BY THE PR£PARER OF THESE PLANS. IMPORT MA7ERIALS TO DETERMINE THEIR FEASIBILITY FOR USE AS _ (7CI571NG DIRT ROAD RAW FILL: 2 992 C Y STRUCTURAL FILL. = EXISTING SLOPE EXCAVATION:PARKING & DRIVEWAY) 380 C.Y. 4. O CONTRACTORS SHOWN HEREON ARE PROVIDED FOR BONGING PURPOSES ONLY. - ( CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL 4UAN7II/E5 PRIOR APPROVED FILL MATERIAL SHOULD BE PLACED IN 6 TO 8-INCH LIf75• FLOWLINE OVER-EXCAVATION:(WITHIN BLDG. PAD) 1,283 C.Y. TO BIDDING FOR CONSTRUCTION. BROUGHT TO AT LEAST OPTIMUM MOISTURE CONTENT,AND COMPACTED IMPORT-EXPORT: 4.065 C.Y. CONSTRUCTION TYPE TYPE 11 N" TO A MIN/MUM 90 PERCENT OF THE MAXIMUM LABORATORY DRY DENSITY, AS DETERMINED BY THE AS774 D 1557 TEST METHOD. NO ROCKS OCCUPANCYDUP TYPE"S* CHUNKS OF ASPHALT OR CONCRETE LARGER THAN 6 INCHES IN 0 25 50 100 200 NOTE THIS IS NOT A BALANCED SITE, CALCULATIONS WERE BASED ON A 20X DIAMETER SHOULD BE USED AS FILL MATERIAL. ROCKS LARGER THAN 6 COMPACTION FACTOR, INCLUDES 3'OVEREXCAVATION WITHIN BLDG. PAD, INCHES SHOULD EITHER BE HAULED OFF-SITE OR CRUSHED AND USED • - AND 0.50'BELOW FINISH GRADE WITHIN THE PARKING AREAS AND DRIVEWAY. AS FILL MATERIAL CONTRACTOR/OWNER TO VERIFY EARTHWORK QUAN77TIES BEFORE BIDDING. 1"= 50' PLEASE REFER TO THE GEOTECHNICAL IWES77GATION PERFORMED BY T.H.E. WDID#: 833C337306 GRAPHIC SCALE SOILS CO. INC., ON DEC. 06, 2004 W.O. NO. 573402.00. DI n ERT BENCH MARK REVISIONS SEAL' COUNTY SEAL, ESS,�� PREPARED Br: J�� 5/Z�o� SCALE CITY OF LAKE ELSINORE L DIAL TOLL FREE 1 1/2 ALOM CAP IN 6'CONC.COLLAR FROM aT�PNK FRPNK J M: REGISTERED Clilf ENGI No. 02 oss PRECISE GRADING PLAN 1 of THE•INTERSECTION OF CORYDON S7.&MISSION �v EXP. 12 31 07 TRAIL SW 0.7 ML ALONG CORYDON ST. ro THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH 1'= 50' PREPARED FOR: 1-800-422-4133 No. 023036 A ADDRESS ON; CORYDON sr CEDED'NW of a THE APPROPRIATE COND/110N5 OF DEVELOPMENT AND/OR PRESTIGE DEVELOPERS,INc. PETER DE LA TORRE 3 AT LEAST TWO DAYS OF CORYDON;42'SW OF PORCH OF ABOVE ',r Exp.t2/3t/0T tz �- ° BEFORE YOU DIG ADDRESS 2'NE OF 5'HIGH CHNN LINK FENCE CITY AN ATE _n JND A PERMIT CANoB�SS Uf;L. Vrtxnl - 1'S OF SURVEY Al4RKER POSE. `�T CL V A� ' �(l� / 48600 RIDGE RANK DRIVE#I0Y•TEMECULA,CA 92590 SHEENS UNDERGROUND sLDMCE ALERT OF SOUTHERN CALIFORNIA 4� cY°' KEN SEUM4LO RCE 55915 D4IF N/A TEL8A961T8984460 FAX A.P.N. 370-080-027 4'CALIF P.D.I.N 82642 DATE:6-246 B.M.EL-4-80 LATE 8-26-80 ELEV. 1265.00 - CITY ENGINEER r� Ho��•r{`aasoG�f r G