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Home My WebLink AboutLots 1-54 & 66-105 pg.1 SITE IN THE CITY OF LAKE ELSINORE DAL15 cr. TRACT NO. 32337 SECONOARcr. � WESTWIAO � Yy� -N- PRECISE GRADING PLAN 'gyp GA WAY pq. � � LAKESHORE -- �� q. T LOTS 1-54 & 66-105 SHEET) 8 At- ER CANY SHEET 9 PAWFD, LIST. ACCESS T. SHEET 3� -/ �� 32 \\// FR�RY 74 \ \ 50 / —N— �---� / 9 \\�� \\ 35 34 / 30 \\ VICINITY MAP ��' 52 51 48 7 \�` rr_,,_ 37 36 � 29 \\\ DEEPENED FOOTING NOTE: 4 NT3 q 1 40 39 \ 28 — MINIMUM EXTRA DEPTH OF FOOTING(df) IS BASED ON 20% SAME STATIONING � 53 /\ 46 \ \ CROSS SLOPE RATIO BETWEEN SWALE FLOWLINE AND FINISH GRADE ADJACENT \ / \ 45 144 43 \ TO EXTERIOR FOOTING. IF FIELD CONDITION AT SUCH LOCATION INDICATES LESS SOILS ENGINEERS CERTIFICATE: \54 // \ R 8�i 27 THAN 20% CROSS SLOPE RATIO, APPROPRIATE ADDITIONAL FOOTING DEPTH THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND 1(>4j \ // 66 \\\\ I I 00(� �" 80/�/ I SHALL BE PROVIDED. BY ISSUING THE FINAL GRADING CERTIFICATION LETTER TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS \ / I I GEC' L \ 7 THE ENGINEER OF RECORD IS DEEMED TO CERTIFY THAT SUCH REQUIREMENTS OUTLINED IN THE SOILS AND GEOLOGIC RECONNAISSANCE REPORT PREPARED \ FOR THIS DEVELOPMENT. 1 _+ HAS BEEN MET. � HEET 4 --e0-_--------6_2$_I+-_ QpOFESSIC� 65 68 �\ 7 76 \ � / (6igneGre) (RCE NO.) (Date) yQc� gl.M.g,;Y 20_ O�9 64 \ 69 It-a 73 7 8 8 25 �� v * 10� 4 �� 63 r` 70 171 72 85 \\ ----------- --- 86 \2q (Sigatwe) —__ URGE NO.) (Date) H` StO \Gp \\ I �9lE0FCAlP S5 �,�,. 62 \_ — 1— _"" — S9 88 1�7 2 \ BASIS OF BEARINGS 4 56 �,f, 93 92 91 90 11 T— BASIS OF BEARINGS IS THE WEST LINE OF PARCEL I OF PANEL �- �0� 57 61 I 95 1 IDGE 2 SHEET 10 MAP NO.30787.ON FILE IN BOOK 204 OF PARCEL MAPS AT PAGES 5 THROUGH 7, INCLUSIVE,RECORDS OF RIVERSIDE COUNTY.CALIFONIA. 109 58 OpDBR 20 TAKEN AS NORTH 06'15'58"EAST. ENGINEER'S NOTICE �'� 108 59 _ 60 \\ 96 --_1 W 17' 1 8 19 1. CONTRACTOR DUR AGREES THAT HE MALL ASSUME SOLE AND COMPLETE 15 // RESPONSIBILITY FOR THE JOB SITE CONDITIONS ING THE COURSE OF ' 107 /' i 1 1 2 14 16 1 / SHEET 11 CONSTRUCTION.INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. 1 97 13 / THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO � � 98 NORMAL WORKING HOURS.THE CONTRACTOR SHALL DEFEND.INDEMNIFY AND HOLD THE ONNEFR AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, •106 102 10 J REAL OR ALLEGE0.IN CONNECTION WITH THE PERFORMANCE OF WORK ON 1 1 LEGEND THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE r 101 / NEGLIGENCE OF THE OWNER OR ENGINEER. �J• 2. ALL UNDERGROUND UTILITIES OR STRUCTURES.REPORTED OR FOUND ON TYPICAL A.C. PAD PUBLIC RECORDS.ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND O 10 104 103 , y([�GE DR• 9 1 1 /�' SHEET 12 ®, DEEPENED FOOTING EXTENT.THE OWNER,BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE CErJ IMPROVEMENTS HEREON.AGREES TO ASSUME LIABILITY AND HOLD THE ORES T 8��\ 'i F.F. FINISHED FLOOR ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE 1 6 7 FL, FLOWLINE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS.DR THOSE CONSTRUCTED AT VARIANCE WITH 1 2 3 4 1 SHEET 5 F.G. FINISHED GRADE REPORTED OR RECORD LOCATIONS.THE CONTRACTOR IS REQUIRED TO TAKE -7 - F.S. FINISHED SURFACE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SOWN AND ANY OTHER FOOD AT THE SITE. IT SHALL BE THE GF. GARAGE FLOOR CONTRACTOR'S REPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR 1 i� STRUCTURES CONCERNED BEFORE STARTING WORK. ?� HR. HIGH POINT 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR,OR 7 SHEET 6 PE. PAD ELEVATION LIABLE OR UNAUTHORIZED CHANGES TO OR USES FOR THESE PLANS.ALL / 77 T.C. TOP OF CURB F CHANGES TO THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY 7,��3 / THE PREPARED OF THESE PLANS. T.F. TOP OF FOOTING 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. SHEET 7 T.W. TOP OF WALL CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES —\ T.R. TOP OF RETAINING PRIOR TO BIDDING FOR CONSTRUCTION. INV PIPE INVERT ELEVATION 2:1 SLOPE APPROXIMATE EARTHWORK QUANTITY ESTIMATE DEEPENED FOOTING RETAINING WALL (PER �— SEPARATE PEEWIT) APPROXIMATE EARTHWORK ESTIMATE CUT- 4700 CU.YDS. FILL- 4700 CU.YDS. FIRE HYDRANT ASSEMBLY N THE ABOVE GUANTITIES 00 NOT REFLECT ANY SHRINKAGE,SWELLING,SUBSIDENCE,OVER PROPOSED STREET LIGHT EXCAVATION OR ANY SPECIAL CONDITIONS THAT MAY BE SPECIFIED IN THE PRELIMINARY NOTIFICATIONS �7�� y7� ��D BLOCK WALL (PER SEPARATE PERMIT) SOILS REPORT AND ARE FOR REFERENCE AND FEE USED BY THE ONLY. SINCE THIS ENGINEER NOTE THE CONTRACTORS SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES L DE 1�A CANNOT CONTROL THE EXACT METHOD A MEANS USED BY THE CONTRACTOR DURING GRADING FORTY-EIGHT (48)HOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION —x— WOOD FENCE (PER SEPARATE PERMIT) OPERATSONS,NOR CAN THE ENGINEER ASSURES NO RESPONSIBILITY FOR FINAL EARTFMORR( SCALE:1"�20O' QUANTITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING HIS OWN CITY OF LAKE ELSINORE 1-951-674-3125 T- WROUGHT IRON FENCE (PER SEPARATE PERMIT) EARTHWORK QUANTITIES FOR BIDDING,CONTACT,AND CONSTRUCTION PURPOSES. IF IT APPEARS THERE WILL BE EXCESS OR SHORTAGE OF MATERIAL.THE CONTRACTOR MAY NOTIFY GENERAL TELEPHONE 1-800-422-4133 ------- CBC SETBACK LINE o ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1-01-674-3146 GRAPHIC SCALE 1"=200' a THE ENGINEER TO DETERMINE IF POSSIBLE GRADE ADJUSTMENTS CAN BE MADE TO ALL SOUTHERN CALIFORNIA GAS COMPANY I.-BOD-427-2200 MODIFIED SETBACK LINE PER SOILS ¢� SAID MATERIAL EXCESS OR SHORTAGE. SOUTHERN CALIFORNIA EDISON COMPANY 1-800-664-8123 m OIL- �f/�(} QV 7/R//Z ------" ENGINEERS RECOMENDATION MEDIA ONE CABLE TV 1-909-674-403 0 200 400 600 al UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-422-4133 CERTIFICATION: RAIN GARDEN (BIORETENTION FACILITY)� e LEGAL DESCRIPTION THESE PLANS HAVE 13EEN REVIEWED FOR COMPLIANCE *R�L�B INDICATES ENHANCED ARCHITECTURAL FEATURES SOILS ENGINEER ENGINEER DINNER BEING A SUBDIVISION 3 OF A PORTION OF PARCEL 2 WITH THE APPROPRIATE CLAWS.AND OF DEVPERMIT CAN (R EDQIFTD BY PLANAHUHG DEFT. ff PARCEL MAP N0.31011 AS SHOWN BY MAP ON AND/OR CITY AND STATE LAWS.AND A PERMIT CAN (RIGHT/LEFT/BACK) DEVELOPER ASSESSOR'S PARCEL N0. FILE IN BOOK 206 AT PAGES 50-52,RECORDS OF BE ISM. 3'X 7'CONCRETE PAD ALBUS-KEEFE 6 ASSOCIATES• INC. ALBERT A.WEBB ASSOCIATES K.FPO NANIAN HOMES RIVERSIDE COUNTY,CA.IN SECTION 33 T.5 S.R.5 1011 N.ARMANDD ST. 3780 MCCRAY STREET 2525 CAMPLG DRIVE K.FOVNANIAN HOMES 393-810-005 AND 391-82D-002 W..S.B.M. ANAFEIM,CA 92806 RIVERSIDE,CALIFORNIA 92506 IRVINE.CA 92612 2525 CAMPUS DRIVE (714)630-1626 (951)6BB-1070 (249)222-7700 IRVINE,CA 92612 KEN SEUMALO R.C.E.NO. 56915 (949)222-7700 NPDES WDIO# 8 33C338877 O NOTE: SEAL—ENGINEER A L B E A T A. CIVIL ENGINEERS BENCHMARK: CITY OF LAKE ELSINORE SHEET NO. DNOAEAT17=;� �� WORK CONTAINED WITHIN THESE PLANS �r�� SHALL NOT COMMENCE UNTIL E PLANS e- i�1/ 3788 McCRAY ST. IN THE COUNTY OF RIVERSIDE. CALIFORNIA ENCROACHMENT PERMIT AND/OR A �l RIVERSIDE CA. 92506 CITY OF LAKE ELSIN'RE BM B-95-63 GRADING PERMIT HAS BEEN ISSUED. b` A S S 0 C I A T e S (951) 686-1070 ELEV.- 1381.72',EST. 12/95.NAV029 TRACT NO. 32337—F 1 � PRECISE GRADING PLAN dAl TOO WING THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR W0.C'71RCA � � � `� LOTS 1-54 & W105 OF 13 SHEETS BEFORE DAYS BEFORE ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. YOU DO YOU DO IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR Ory1l. PREPARED BY: C71562 SCALE: / DURING CONSTRUCTION.THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE 4?� R.C.E. N0. FOR: W.O. T�rnEE A RUSTIC SEYICE BY t-eao-vl- FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS geRN� H: AS SHOWN V: F LE N0. urmElroxouSo 5[RVICE MERE FOR APPROVAL BY THE COUNTY. ENGINEER COUNTY DATE (4 — K.HDYtYWIAN FD6 04-0401