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HomeMy WebLinkAboutTract Map 21764 Lot 16 Precise Grading _ IVT 7 it { r #: GRADING NOTES - . .. I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER 70 . . AS AMENDED BY ORDINANCE 457. 2. MINIMUM BUILDING PAD AND DRA-I-NAGE SWALE SLOPE SHALL BE -- 1 % IF CUT � r �qs RpA OR FILL IS LESS THAN 101 . 2/. IF CUT OR FILL IS GREATER THAN 10110 r DRAINAGE SWALES SHALL BE A MINIMUM OF 0. 2 ' DEEP AND BE CONSTRUCTED TO CORONA A MINIMUM OF 2 ' FROM YOP OF CUT OR FILL SLOPES. 0 3. MAXIMUM CUT OR FILL SLOPES -= 2: 1 . !1e,L Ir 113 ��,, NORTE 4. PROVIDE 5 ' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL uj F I LL SLOPES OVER 5 ' H I GH, 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT P .R.. s _ Y, ,, P 1HA SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY D f4y w 1:3 Fti A C1 I 4,. 4 OLL APA PLACED ANv_D WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS ROA WP f7: q (w) OVER 11 DEEPS SOLANA � 6. A REGISTERED CII V L ENGINEER SHALL"--SUBMIT TO THE ENGINEERING DEPART— WAY � SERENA ' C.) MENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADINGACCOR-- N �' � DANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE ca CATION SHALL BE TO LINE. GRADE ' ELEVATION BUILDING PERMIT. CERTIFI � j a AND LOCATION OF CUT FILL SLOPES. d Y 4 7. PROVIDE BROW DITCH. DESIGNED TO HANDLE 100 YR. Q STORM FLOWSY ALONG TOP OF CUT SLOPES ILORNIA �P 8a FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF PROJECT SITE. THE PRELIMINARY SOILS INVESTIGATION BY: 1 TO SAN DIEGO DATED TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH -SHALL INCLUDE FOUNDATION DESIGN RECOM— MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM— ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING VICINITY MAP DEPARTMENT. TELEPHONE (7 14) 694-6400 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC— TION MUST 8E APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR NOT To SCALE EACH LOT. . Ile CUT SLOPES EQUAL TO OR GREATER THAN 5 ' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 3 ' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. i 13a FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1 /2" PER FOOT FOR A MINIMUM OF 3 FEET, 14a NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS. DEBRIS;- TOPSOIL-J- AND OTHER DELETERIOUS CO'N R CTION NOTE 0 ANTI Y ESTIMA E MATERIAL. IF CONST, QUANTITY UNIT 15. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. NOTE ITEMS TO BE CONSTRUCTED OR I NSTALLED IT MUS! BE CLEARED. KEYED-; AND BENCHED INTO FIRM NATURAL SOIL FOR NUMBER w- FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS Y' ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 16. DURING ROUGH GRADING OPERATIONS T AND PRIOR 0 CONSTRUCTION OF PER- MANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD BE 1 CONSTRUCT BROW DITCH PER DETAIL ON SHEET 2 154 L.F. PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES* CONSTRUCT 1 /4- TON RIP--RAP 2.5 THICK 19 -:1 . 2 17a ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES 3 REMOVE EXISTING BROW DITCH 125 LF. r.rR•H AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 0 -- 5 EA, CONSTRUCT DOWN DRAIN TRANSITION PER DETAIL ON SFIEET 2 18a STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTHS ( I . 5) SHALL BE SUBM I TIED BY A 'SO 1 LS ENG I NEER TO THE ENG I NEER I NG SCALE : 1 " = 100 ' . 164 INSTALL 18"C•5:P- : PIPE L.t~. DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 ' IN VERTICAL HEIGHT. 7 PROTECT, IN PLACE 19a A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT __0 CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL EAR HWORK 0 AN I Y E TIMA E LEGEND BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE 0 GROUND SHALL BE F. S. = FINISHED SURFACE IS REQUIRED. THE ACTUAL DISTANCE ABOVE THE ADJACENT GIVEN. CUT FILL TaC. TOP OF CURB 20a EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE F.L. = FLOW LINE PLANT AT 12rrON CENTERS OR OTHER APPROVED GROUND COVERS SLOPES R W 495Q '4950 F, G, = FINISHED GRADE . OVER 15IN VERTICAL HEIGHT• IN ADDITION TO GROUND COVER-' SHALL BE EaP, = EDGE OF PAVEMENT PLANTED WITH APPROVED TREES. SHRUBS, OR COMBINATION THERE OF. S. D. = STORM DRAIN SHRUBS SHALL BE PLANTED AT 101 ON CENTER) TREES 20 ON CENTER) COM- BINATIONS. 15 ' ON CENTERS» SLOPES OVER 4 ' IN VERTICAL HEIGHT SHALL T. S. = TOP OF SLOPE HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW. PREVENTION DEVICES T a G a = TOP OF GRATE PER U.PaCa CHAPTER 10. TOP OF BERM Z T. B. ��..� 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE J 1180» 0 = PAD ELEV. AT LOCATION SHOWN 0�•r PERMITTED. � 1 22a ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 18 -= LOT NUMBER Z TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 0 sm-- TRACT BOUNDARY < Q 23, APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE — APPROX. AREA TO BE OVER EXCAVATED ON HE APPLTICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR— • CUT FILL TRANSITION LOTS PER SOILS REPORT TIO OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON RECTION � � REQUEST. THE APPROPSUBMITTED RIATE PLAN REVISIONS SHALL BE PROMPTLY 1230 FINISHED CONTOUR TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. A. 1230 EXISTING CONTOUR Y NO OWNER/DEVELOPER 43090QD EXP.3--31--92 FRED WEISZ CIv1\, P a O. BOX 463cOF CAA 0 SILVERADO. CA 92676 (71 4) 64®--26d%3 . . i APPROVED BY: SHEET d- ld����all I REA](GE-D PAD &RAPE F-k6M BASIS OF BEARINGS MARK LA BENCH obert Bein, william Nost & Associates110S5.0 TO .�_. I��,�...o .. . I � COUNTY OF RIVERSIDE B.M. NO. T-29-81 THE BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH— OF T INTERSECTION I ON OF FRONT ST. OWN ON TRACT PROFESSIONAL ENGINEERS.PLANNERS & SURVEYORS 1 1/2 BRASS DISC IN CONC. CYLINDER LOCATED FROM HE IN ERSE EASTERLY LINE OF THE RANCHO TEMECULA AS SH 28765 SINGLE OAK DRI Y SUITE 250. TEMECULA, CALIFORNIA 92390 DOUGLAS M. STEWART R.C.E. 37254 TRACT NO 2 17 G4 a AND RANCHO CALIFORNIA ROAD 1 .8 MILES N.E. ON RANCHO CALIFORNIA ROAD N0. 3883. FILED IN BOOK 63. PAGES I THROUGH 35 OF MAPS 042 FAX X714) 878-7240 - a W TY 714' e DEPUTY CITY ENGINEER EXP. 6/30/922 T T INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA-ROAD•IN THE N. . IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY Z 0 HE G P P RED NDE TH UPE VISION OF: LOT16OF ' LINK FENCE. 21 ' x 16' � � �� CITY OF TEMECULA CORNER OF THE INTERSECTION I E. OF A 7 CHA I N BE I NG N47 41 03 W a r � F-- AROUND S0. CALIF. GAS VALVES 40' N. OF P.P. (NO.#) 94' N. OF THE CENTERLINE ENT. DATE DATE BY DESCRIPTION APP DATE CALIFORNIAROAD. FIBERGLASS WITNESS POST SET I W. OF MONUM PRECISE .OF RANCHO 3090 EXP. 3/31 / 2 DATE. �� � � PLAN ADJ. DATE: 9-13-82 ELEV. 1128.410 MICHAEL A. TYL R.C. E. 4 R E V . I S 1 0 N S J . Na 40030 . . - . k , , . � , ,,, ,,�,_, �?­� , " I'll,,��I�,N . I - -14 � ,,_�-,:"k,4 ,1 - , , �.� , I i ^ � I 1. � ! w 1 1 . . I I. . . I / ........ .«.. .- . .....w. ... t . . � / I 1 I . ..0 . , . y - ! �• , - - i' , ' w/r �' � ' - I # 1 l € r t 1 11 11 w 1 1t 1 • J, ~ r �+ , 1 ` i j r co A R Er/ I�r � • v + t l , i - • . , pR i�►'r .1 ,1. ; j. 11 ;ft . • ,� � q 1 E . Vt. %� i ; /��� r r,, i it ! i •, + . -. _ - •" • • 0 �:) � ✓r te f r~ � ( a ) "-i i . f i. -� _ ;. .. 1 y wY-� Jf l t �//,rte/O E S`! r .,•,,•,.•..,... ....,.wa..,..... -.1."',.,,.�y,v-_-•-_-•Yr- •� i . 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CONST, BLOW a TrN P R (� e , . �� w...� .. •. - V � V�TF1�L 'r _- - I r CONST. 114-- TON RIP--RAP, 2.5' THICK - a I • • . . % DCSaL M. 9TEWA R.C,E. 3?254 D , . .., - . , . - ��, 3 • REMOVE EXIST♦ BROW DITCH � �''� DEPUT I'TY ENGINEER EXP, 6/30/92 . . . '•�.. - 1 �% CITY aF TEMECULA ���; r 1 . ' I I ( I (:D---CONFIT. DOWN"DRAIN TRANSITION PSR DETAIL . '. SHEET 1. _ . ` $1 fT S1� Rl9COMM909D FOR 7—ft . ITY .'OF " 1, I - 11�� • - - . . � � INSTALS. Ig11��.P., PIPE � � �',� -TEMECU,LA.-.•� A .1 �' A. 1 '' SIGNATURE I \ • ' 0 . I I . . . . . . A � «( I 1 I 0� I m kw"AR- __ clio?bevT GBciij It t� I 2 `L . � PROTECT IN PLACE ..rr - . 1.. -I . . .1... 1, , TRA. ICT NO. 21764 P A N I'V Fi S . �1 �'� . ? pRQ�E SIGNAL ENVIRONMENTAL ENOIN.E . 8 L _ � �' �FICE��3 - • 1 , p 3131 N U E3UX 2 390 • i 401 QUAIL STREET NEWPOU f BEACH CALIFORNIA 94456:i .� I I 1 . I., I . . . . . . . i I ' � • . � I • � PREP RU d HE P 1S10N OP;. i - + ' v' •' /� ` 0 t , r/ a r ` P . . 2 SHTSS . . . . ( I x JCB NUMBL�R . 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