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HomeMy WebLinkAbout284 AL8ERHILL 9� co Al CITY OF LADE ELSINORE ��� CITY tJ tJ 11© 'ACT "0� 18719 ©� *� �� PR07EGT CITY SiTB e 12- LAKE 47 ELSINORE MOUNTAIN �+ PRECISE GRADING PLAN � Il'11 STREET - y y01 o ��p ST is 4 ��� ap GENERAL NOTES. �1 -- 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE 23. APPROVED PROTECTIVE MEASURES ANO TEMPORARY DRAINAGE n ELSIWORE ORDINANCES NO. 801 AND 882 AND APPLICABLE STANDARDS PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES Pc p5 sy �ZUNN/NG DEER �OI�v AND SPECIFICATIONS AND THE LATEST EDITION OF THE U.B.C., DURING THE GRADING PROJECT. APPEN-Oix CHAPTER 33 0 0 ��� \D 24. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND $ v LAKE 9 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT /ELSINORE CITY OF LAKE ELSINORE, PRIOR TO ANY OPERATION. THE END OF EACH DAY'S WORK. m f; Z G7 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY 25. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION �I CI N IT M A P COMPANIES AND U.S.A. ALERT (1-800-422-4133) 48 HOURS PRIOR SAFETY ORDERS. C NO SCALE TO GRADING. 26. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE (, 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT RESPONSIBILITY OF THE PERMITTEE. CO AT LEAST 24 HOURS IN ADVANCE OF BEGINNING GRADING S] 5 K OPERATIONS. 27 AN ATIMESED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT - 5� 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS " FET APPROVED BY THE CITY ENGINEER. 28. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 BEGINNING 29 VERTICAL, UNLESS OTHERWISE APPROVED, AND SHALL BE SHOWN ON 29. ALL SLOPESTO COMPLETION OF GRADING OPERATION. SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL UTILITIES. 30 31 THE PLAN. BE PROVIDED FOR ALL SLOPES IN EXCESS OF 3 FEET VERTICAL WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 BE IN ACCORDANCE WITH ORDINANCE NO. 882 PRIOR TO THE Jnn` NO WORK WHATSOEVER SHALL BE DONE ON THIS SITE UNTIL THE V/ d4 33 ' VERTICAL. UNLESS OTHERWISE APPROVED, SHALL BE SHOWN ON PLAN, APPROVAL OF FINAL INSPECTION. FOLLOWING UTILITY COMPANIES HAVE FIRST BEEN GIVEN AT �9)• AND SHALL NOT HAVE LESS THAN 90% RELATIVE COMPACTION OUT TO LEAST-TWO WORKING DAYS ADVANCE NOTICE OF INTENTION TO RE�T THE FINISHED SURFACE. 30. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE GRADE OR EXCAVATE: O _ __ B. FILLS SHALL BE COMPACTED THROUGHOUT TO 90% DENSITY AS FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR ELSINORE VALLEY M.M.D. (SEWER AND WATER) DETERMINED BY THE MODIFIED THREE LAYER A.S.T.M. D-1557-70 INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH r/ 31315 CHANEY STREET - T R 4B 4G �,.�.. Z o A ��7] TEST METHOD. A HIGHER COMPACTION MAY BE REQUIRED BY THE FACILITIES ARE SHOWN ON THESE PLANS. LAKE ELSINORE. CA 92530 ■ e� uu SOILS ENGINEER OR PUBLIC AGENCIES. (909) 674-3146 C L Q - 31. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, PER FINISHED PAD. PRIOR TO ROUGH GRADE APPROVAL. M J 50 qg 40 SCARIFIED, AND INSPECTED BY THE GRADING INSPECTOR AND SO. CAL. GAS COMPANY w ORTANT NOTICE NrlQ ,; O� APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. 32. APPROXIMATE DATE OF: BEGINNING OPERATION: RIVE CENTRAL AVENUE 212/4217 OF THE GOVETNII 5T COMPLETION: 1i/56 RIVERSIDE, CA 92506 S A DIG ALERT IDENTIFICATION R,FFT S0. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE 1 (909) 369-0680 R BE IssuED BEFORE A PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS 34. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES PERMITO EXCAVATE YILL BE VALID. S0. CAL. EDISON Dla ALERT IO E ALERT uu ENGINEER. AND OBTAIN INSPECTION BEFORE APPROVAL. GRDUNO SERVICE ALERT26100 MENIFEE ROAD EE 1-800-422-4133 6-9 It. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT -3.ROMOLANO, CA 92580 ING DAYS BEFORE YOU DIG - NOT LESS THAN 1/2' PER FOOT FOR A MINIMUM OF 3', THEN 1% (909) 943-8291 (MINIMUM) TO FLOWLINE OF EARTH SWALE. lu7 66 (7S 3C- MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE z GENERAL TELEPHONE COMPANY 12. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL dE /% IF CUT OR FILL SLOPE /S LESS THAN !o' 120 E. THIRD STREET - r SHALL BE PERMITTED. , PERRIS, CA 92570 UL AND 2� IF CLIT OR FILL IS GREATER THAN 10'. DRAINAGE (909) 657-7611 13. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SWALE,$ SHALL BE A MIN.OF O.5' DEEP AND CONSTRUCTED m D SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH A MIN- OF 2' FROM THE TOP CUT AND FILL SLOPES. v KING VIDEOCABLE COMPANY INCLUDES FOUNDATION REGUIREMENTS (SUBDIVISIONS) AND SSfi BIRCH STREET EXPANSIVE CHARACTERISTICS OF THE SOIL. 37. PROVIDE S' V410E BY P HIGN BERM ORE EQUIVALENT m s; Z LAKE ELSINORE. CA 92530 Q z - (909) 674-7741 14, GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND ALONG THE TOP OF ALL FILL SLOPES OVER SI HIGH, 2 Z A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE •38' GRADINIC PLANS WILL NOT BE APPROVED UNTIL C SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR ALL RETAINING, WALLS ARE APPROVED BY THE �_ NOTNIL 6TrD IAEET TO ISSUANCE OF BUILDING PERMITS. BUILDING DEPARTMENT. m V 1` IS. THE SOILS ENGINEERING INVESTIGATION DATED 9•Z-96 TIT 45 42 73 I I I I PREPARED BY PETRA GEOMCH..INC. (ENGINEERING CONSULTANT). D DATED - AND THE ENGINEERING GEOLOGIC 44 INVESTIGATION DATED 7-Z-9L PREPARED BY OWNER PETRA 0E07'ECH., INC. (GEOLOGIC CONSULTANT). ' :. 72 CITATION BUILDING n 71 70 69 G6 _ SHALL BE CONSIDERED A PART OF THIS GRADING PLAN, AND SHALL BE COMPLIED WITH. 19 COO FAIRCHILD ROAD - SHALL SUITE 270, IRVINEICA•.9271S TREET 67 16. SUBMITSTCER�IFICATION CIVIL GIONFERBUILDING OR ENPAO LANDSED SURVEYOR WHERE (714) 250-GG o0 �� sa - 66 SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA ARE SHALL BE GIVEN. IF AN ELEVATION E� Z•¢ 65 WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE SOI L ENGINEER '�' ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. PETRA GEOTECHNICAL INC, SE 35 f� 17. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE 3185-A AIRWAY AVE. 3A 34 H FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 36 COSTA MESA CA. 926 2G � 18. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL (7/4) S4 9 e8.9 2 3 MAP BE SUBMITTED .BY A SOILS ENGINEER TO THE BUILDING AND INDEX MAP ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. SCALE:1"=200' 19. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS EARTHWORK QUANTITY ESTIMATE GREATER THAN ONE FOOT. CUT = 800 C•Y- 20. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE FILL =800 C•Y• PLACED, IT MUST BE CLEARED, KEYED. AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE Cx APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT „ I?L. OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO S' MIN. BE KEYED AND BENCHED. z Ix kl q- SWALE 21. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE p A FOLLOWING STAGES: o Y] A 2'MIN. 3'MIN A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND o a BEFORE BACKFILL OF ALLUVIAL, COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. m Z B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE- -T I COMPACTION, BENCHING AND FILLING OPERATIONS. ° +� C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS n Z / 12:1 MAX' AND FILTER MATERIAL C j D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. CO 1 1 MAX' 2 MINPAD ITT 22. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH J7 / / ROSEA ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND I COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, QLTpFES310H x YV OR COMBINATIONS THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTERS; COMBINATIONS, SS' ON ��@ DAVID Fy •' CENTERS. SLOPES OVER 3' IN VERTICAL HEIGHT SHALL HAVE y LI-VVEN SHEN m SECTION A-A PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION LL1 1/S7REET DEVICES PER U.P.C.. L,. Nu.asvi .a a - TYPICAL SIDE LOT DETAIL E' L 30 97 7YMAL LOT DETAIL N.T.s, a" AIJUS 1 - \ NOTES THE ABOVE QUANTITIES ARE APPROXIMATE AND USED FOR ENDINEER9 NOTICE TO CONTRACTORS CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND REVISIONS: FAFPROPRIATE RED UNDER SUPERVISI N OF,1: SCALE: PERMIT AND BOND PURPOSES ONLY. AND DO NOT INCLUDE CDR- PRIVATE AND PUBLIC UTILITIES AS SHOWN REFLECT COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS �1 ,1 / 'AD KEITH INTERNATIONAL. INC. CITY 0 F LAKE E L S I N OR E SHEET RE CT IVE GRADING. 1F REQUIRED. REFER TO SOILS REPORT. AVAILIABLE RECORD INFORMATION. THE CONTRACTOR DURING THE COURSE OF CONSTRUCTION OF THIS PRO- L.W.SHEN Ll/,'tt�R--1. `��� n.n.w..ro•n..w,...,.mr s...•rr..• THE ESTIMATED EARTHWORK QUANTITIES SHALL NOT BE USED tN SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AF- •SECT INCLUDING SAFETY OF ALL PERSONS AND PRO- �' 1.:...;. •RuA,MIu •--•im...e,r...a - IN THE COUNTY OF RIVERSIDE. CALIFORNIA ANY WAY FOR BIDDING OR CONSTRUCTION. IT SHALL SE THE FELTING THIS WORK AND ANY DAMAGE OR PROTECTION PERTY. THAT THIS REQUIREMENT SHALL APPLY CON- E. NO. �•3 74 DATE: C CONTRACTDR`S RESPONSIBILITY TO PROVIDE FOR HIS OWN TO THESE LINES. PRIOR TO STARTING CONSTRUCTION TINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING 7 Iro•q6 Cj Inland Empire Division PRECISE GRADING PLAN QUANTITIES FOR BIDDING AND CONSTRUCTION PURPOSES. OF THIS PROJECT THE CONTRACTOR SHALL VERIFY THE HOURS AND THAT THE CONTRACTOR SHALL DEFEND. IN- P.6/30/97 DATE: E%ISTING ELEVATIONS OF THE E%ISTING MAINS WHEN DEMNIFY AND HOLD THE OWNER. THE CONSULTING EN- LANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE TR. 18719-3 LOTS 43&64 UNAUTHORIZED CHANCES 8 USES MAKING CONNECTIONS AND UNCOVERING ALL EXISTING GINEER AND ALL PUBLIC AGENCIES HARMLESS FROM CONDUIDNS OF DEVELOPMENT AND/OR CITY AND [iEit1 1 ryAi�(E TR. 18719-5 LOTS 31,32,47,48,64&65 OF 3 SHTS UTILITY LINES AFFECTING THIS WORK. IF A CON- ANY AND ALL LIABILITY REAL OR ALLEGED IN CON- E LAWS,AND A PERMIT CAN BE ISSUED. CAUTION,, THE ENGINEER PREPARING THESE PLANS WILL NOT FL ICT IN LOCATION 18 NOTED. THE ENGINEER HUB T NECTION WITH THE PERFORMANCE OF WORK ON THIS TITLE SHEET FILE NO. BE RESPONSIBLE FOR. OR LIABLE FOR, UNAUTHORIZED BE NOTIFIED BEFORE PROCEEDING. PROJECT EXCEPTING FOR LIABILITY ARISING FROM CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DI- THE SOLE NEGLIGENCE OF THE OWNER. THE CONSULT- ryARK REVISIONS APPR DATE ' PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE MENSIONS AND SHALL REPORT ALL DISCREPANCIES TO IN ENGINEER OR ANY PUBLIC AGENCY. W.D. FOR1 F.B. 30753 PREPARER OF THESE PLANS. THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. DESIGNED BYE DRAWN BY: CHECKED'BYe kAYMO D o�COuuLl cIT euGluceft nc,E.2c o3 nie LAKE ELSINORE 2405 GRADING BASE SHEET- 102910.102]PF. 870153 3325 29-Jan-88 04168 PM/87-0153-303 Bea 5 j -:. . 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