Loading...
HomeMy WebLinkAboutLot 30-40 - Precise Grading GENERAL NOTES: G A G PLA N 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, AS AMENDED BY PRECISE PLOT A ...... D R D I ORDINANCE 93-04. A C 4"N 0T2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%, DRAINAGE R T 23371 7SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' • FROM THE TOP OF CUT OR FILL SLOPES, 3. MAXIMUM CUT AND FILL SLOPE = 24. 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. EASEMENT 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WH❑ SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND M W D > LEGEND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP, Cn T.W. _ _ INDICATES TOP OF RETAINING WALL ELEV. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE PUBLIC WORKS DEPARTMENT Z WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH INDICATES EXISTING RETAINING WALL THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT, CERTI- T.C. INDICATES THEORETICAL TOP OF CURB FICATIO'N SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT AND FILL SLOPES. 11 + AT DRIVEWAY APRON Z s ,70J .,�1r' .� 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM DRAIN FLOWS, •�' ALONG TOP CUT OF SLOPE.. N4 5� INDICATES RETAINING WALL TO BE EXTENDED 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GRATER THAN ONE a 4~ DRIVE X4 INDICATES FINISH GRADE S 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE ILLS b ..._._.,. INDICATES DRAINAGE SWALE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED MAY Hoo. 13, 1998. TWO SETS OF THE FINAL COMPACTION REPORT SHALL INCLUDE FOUNDATIO H.P. INDICATES HIGH POINT ❑F SWALE DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN ]' C.B. CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. INDICATES CATCH BASIN 10. THE CONTRACTOR SHALL NOTIFY THE CITY'S PUBLIC WORKS DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION., 9Z �9 C.O. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION Q- FOR EACH LOT. PHONE (909) 694-6411. INDICATES CLEANOUT 11. CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL 3'' PVC SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED - INDICATES PVC DRAIN PIPE WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTA _ BIL TY IN ACCORDANCE CITY DEVELOPMENT CODE, SECTIONN 17.06 PRIOR TO THE 2 2 : . . :. : : : : APPROVAL OF FINAL INSPECTION,CTION, .. : ... : .:::. . ............. ...................... ......I............. ........ ......... ............... ....................... ........ ....................... ......... ..... .................... ................... .............. ... .........*........*...... ................""', "11",............... ........ ...................._................. ................I.- *.................. ....... .................... .. .....9 ... : . : :: .......... . ­­­­. .................. ........................... a 0 :: i2 NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS S BEE N CLEARED OF WEEDS DEBRIS TOPSOIL, AND OTHER DELETERIOUS MATERIAL, :::... . ....... . ....... . ... .. . .. . .. .. :. ............................................................................................. 13 IF STEEP SLOPING TEP "OrM.:01.. ., ,,. ....1"........... ... IN OCCURS UPON WHICH FILL RRA UR P I TO BE PLACED IT MUST ............. ............................. ........ S N WOODS ....................................................................... ... ......................................... ................................ CLEARED; KEYED AND BENCHED IN TO FIRM NATURAL SOIL FOR FULL S UPP❑RT. ........ PREPARATION SHALL BE APPROVED BY A REGISTERED S❑IL S ENGINEER PRIOR TO PLACEMENT OF F LL MATERIAL. s I : :: .:::.:::.:::::: :::::::::::::::: ... ... ..........::......:::: ::::::::: ::.:::::. :::.: ::::.::.::.:.::. .:.: :. ..::.:.::.::.::::::.:::.::.:.::.::.::.::.::.::.:..::.:::.:.................. .:.: 14, DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT �3 y : :;.:.: :.:.; .. :::::.::.:.:.:.:.::.::.::.::.:..::.::.::. .::::.::.::.:::::.;:.::.;;::.::::.::::;:: DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE PR❑VIDEO TO :: PREVENT P❑NDING WATER AND DAMAGE TO ADJACENT PR PERTIES$ 15 DUST SHALL BECONTROLLED BY WATERING OR OTHER APPROVED METHODS. DS T TIMPROVEMENTSEEFOREXISTING SREE S .. ............. .................... ..................... .... ..................... ... .................. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNC-- SCHEDULE 0A1 OF IMPROVEMENT PLAN HONORSTION,np ESPECIALLY DURING STORM CONDITIONS, PROTECTIVE MEASURES AND TEMPO- DRI I `IE RARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES R.O.W. R.O.W. DURING GRADING OPERATIONS. KEY MAP 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) CL NO SCALE SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE PUBLIC WORKS DEPARTMENT I FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT, 41,5' 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTI 19�' 22,5' FICATION OF BUILDING PAD ELEVATION, WHERE SPECIFIC ELEVATIONS ARE .5 18' 8' 2.9 REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEAL LEVEL) SHALL BE GIVEN, STREET RE TIOLIGHT ��► IF AN ELEVATI❑N WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE � ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. GARAGE FLOOR � J•�S 19. EROSION CONTR❑Li ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 5.5' p�p�,� ► PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER, SLOPES OVER F.H. I z, 1X MI�V VR••' Q 1% M11� 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, ❑R COMBINATION THEREOF SHRUBS SHALL BE PLANTED CONC. STOOP p� SHRUBS, . AT 10' ON CENTERS) TREES, 20' ON CENTER) COMBINATIONS, 15' ON CENTERS, SLOPES 2% .. o OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH ,� • . �'• "'� ! ,',' WITH BACK FLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.r, �'. . ' �. " oc 5 .• W •'• % ' ae I rn 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS 3 3 6rt d � PROJECT SITE r THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET, JOINT TRENCH PLACE 0.25' A.C. OVER JOINT DEEPEN FOOTING Q LOCATION LOCATION AS REQUIRED a � p 2 0,52 CLASS 2 A.G. BASE 2 p � 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER CD'URSES SHALL BE PER-- 0 � �� '��► MITTED. DETAIL 0 STOOP �� ,� � POINT WOODS COURT �/ CALIFORMA 22, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO NO SCALE NO SCALE -.-.-- - it y.+ � COMMENCEMENT OF ANY CONSTRUCTION/GRADING, REF, CITY OF TEMECULA STD. DWG. NO. 105 M N. ------ --- - MIS Rp HO A� ,g, APPROVALOF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE r r �'' •q' � � �4 23. E SECTION A (MODIFIED) d APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF F.L. ELEV. SHOWN SANTIAfO �� ERRORS OR ❑MISSIONS DISCOVERED DURING CONSTRUCTION, UPON REQUEST, THE 48 LOT NUMBER ON PLAN APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGI- P�« DRAIN � C,B* 14 NEER FOR REVIEW AND APPROVAL, P��- 4 APAD 1130,3 AD ELEV, SPATE CONSTRUCTION NOTESNO SCALE (D INDICATES A.C. PAVEMENT x30.0 Ox ENGINEERS' NOTE 2 INDICATES TYPE A-6 CURB GUTTER DRAINAGE @ 1'% MIN OR 5 a 3 INDICATES PCC SIDEWALK UNDERGRO� D EET MODEL 'B' HOUSE MODEL NUMBER VICINITY MAP CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR c� JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF PROJECT, INCLUDING 'n NO SCALE SAFETY OF ALL PERSONS AND PROPERTY) THAT THIS REQUIREMENT SHALL APPLY CON- IfTe its FF=i131.3 FINISH FLOOR ELEV, TINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRAC- 29.5 G1130.6 5' STREET ate' TOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS x GARAGE FLOOR ELEV, FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFOR�- lj HOUSE MANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE 5 M!K SMEYAI� dj.� WAY NOTICE TO PROSPECTIVE BUYERS Underground Servl ce Al ert SSE 1 1 arv, ! R IvE FF. M. + I% MIN. .�. GF. ELEV. 15,x• MAX � NEGLIGENCE ❑F THE OWNER RENGINEER. M1� SWALE ELEV, + MY MIN, :�., �- -. -�--�- �`"� THESE PLANS ARE TECHNICAL IN NATURE AND ARE PRODUCED �.' " .y. " (2X) 1/4' PER TO BE USED BY WORKMEN IN ORDER TO PERFORM THEIR WORK THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES _ o Call: TOLL FREE � CB CB SWALE ELEV. r� IN CONFORMITY WITH LOCAL LAWS AND GOOD ENGINEERING AND SHOWN ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF AVAILABLE RE PL ELEV. 'A' FOOT MIN. PAD ELEV.-0.3' CONSTRUCTION PRACTICES, THEY D❑ NOT ATTEMPT TO SHOW CORDS, THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO 1..�app SWALE GRADE FRONT 3.0 lY. MIN. THE EXACT LOCATION OF EVERY ITEM WITHIN THE HOUSE OR PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON 422-4133SETBACKON THE LOT, THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TD #9B"-"B" SECTION 6 -�»BM SECTION "A"-"A" THESE PLANS SHOULD NOT BE RELIED UPON FOR OTHER THAN THESE LINES OR STRUCTURES. NO SCALE TYPICAL LOT NO SCALE THOSE PURPOSES. TWO WORKING DAYS BEFORE YOU DIG NO SCALE SUNRISE PHASE 4 LD98-076GR A% jtcjjqjjnC0MPanieS 0. . - . _1 I............. I I CONSTRUCTION RECORD DATE BY REVISIONS DATE CC' BENCH MARK SCALE SEAL: Designed By Drawn By Checked By Drawing No. O PAO Y SS 1 �! J.D. H.S. RECOMMENDED BY: DATE: C 1 TY OF TDEPARTMENT OF PUBLIC WORKS COUNTY OF RIVERSIDE B,M, T-29-81 ��, �,R rf� � • Contractor: 2 1/21 BRASS DISK IN CONCRETE CYLINDER, IN THE Horizontal y �yc, P ns Prepared Under Supervision Of N•W, CORNER OF THE INTERSECTION OF RANCHO �; g ►" . 7 2.1 8 CALIFORNIA ROAD WITH MARGARITA ROAD, 1,0' EAST 1' = 20' W WWI m ACCEPTED BY. _ - DATE. PLOT PLANS FOR Inspector: OF A 1,0' FENCE, 40.0' NORTH OF P,P, (NO NUMBER), a 6-30-02 X Date RONALD J. PARKS, DEPUTY DIRECTOR 94.0 NORTH OF THE CENTERLINE OF RANCHO CALI- Vertical H, STELMAR OF PUBLIC WORKS TEMEKU HILLS NEIGHBORHOOD # FORNIA ROAD, SET FIBERGLASS WITNESS POST 1.0' , IVI r WEST OF MONUMENT, orc���F R.C.E. No. 33589 Expires 6-30-1998 19744 9 / 30 / 01 LOTS 3 TRACT NO, 2 Sheet 1 of 2 Date Completed:. ELEVATION 1128,410 (ADJ. 9-I3-82) R.C.E. No. Expires. 98018P41.DWG J� X 82.7 34 53.35 35 X 826 0 H.P. 82.4 , S 82.9 40'_ o 34 9 8 3 p lisp x h X "� �'L• p 9 82.1 ,y 81.0 p0 At , ?S- `�` Q - 2� ry 82 9 36 '~ '1,. , O o. �� ,c.F 82.6 x . 1183 � 83 1 .s h 40- 0 lb 82.0 A X 82.6 kh \ �.P '� X h .� Q �5. 81.9 1119-2.,g r� •�' R 1 7 ��' X lop" FF ' 81.5 0 8' .9 38.8' U'- k81. S1 0\XQ• 7- o` F • ? No0101, 1 , 3r. \ �o � '_ � h• h � '41.4 c� LE �p' Q`• \ co x � k " 7,• o o0 00 1.-: 82.1 1$11 r X � 93 g6 F. , � NiG. 3 .,$ ,� O 60�° k� Po G � � Q rL \°o � 1 24 l �`P• � QIP o° `� •s �� ° f l g c3`. 46 , 5 o I 'I , 0 F ao LO • o � 82. 81.4 5 a0 6,. ,19• � � O too Q �( o0 Cn 30 o G \ 5 84.3 ' 26 6 3 Q� 1 � s / 2 CONSTRUCTION NOTES 1-6g'� 69ars. \� C.7 '7 -�'� 1 INDICATES A.C. PAVEMENT NN O �0 8� �` ` INDICATES TYPE A-6 CURB GUTTER g• �`° 6'p, X51 °�° °�° F- SQA 3 INDICATES PCC SIDEWALK �1 P p� 9- 3r, � \ ao „ 1> 81.0 116 � `' .9o Q k •� � �:- N �p ° 5 '10• a � � > � 0. 'cr r0 0 . ° F F • 68.7 _ oo. > , (L0 81.7 0 46 �. •sNsl PAD 1164.6 \ ° �n ��0 75.5 GF F ' 1J�v (0 � / S o Go<� X _� �+ �� lo,Stacs. '1� • moo- \ F k° 7 `A _ •�1 .�, / '11 o Q'P, X 5 g 6 loll r s X Fid ,1► g°r° dejo g 8.0 X ►� 39 JT- 18R I X X P PAD 1168.0 ,1'L6 �' - 4> / ,CADIZ 40 o� , INDICATES SEWER BACKFLOW VALVE NOTICE TO PROSPECTIVE BUYERS �k THESE PLANS ARE TECHNICAL IN NATURE AND ARE PRODUCED -10"6o INDICATES UTILITY LOCATION TO BE USED BY WORKMEN IN ORDER TO PERFORM THEIR WORK Underground Service Alert � IN CONFORMITY WITH LOCAL LAWS AND GOOD ENGINEERING AND CONSTRUCTION PRACTICES, THEY DO NOT ATTEMPT TO SHOW THE EXACT LOCATION OF EVERY ITEM WITHIN THE HOUSE OR © Call: TOLL FREE ON THE LOT. 1-900 PLANS PREPARED FQ PLANS PREPARED BYi THESE PLANS SHOULD NOT BE RELIED UPON FOR 13THER THAN 422-4133 McMILLIN CEMPANIES THOSE PURPOSES, 2727 HOOVER AVENUE CRAIG, BULTHUIS & STELMAR LANNERS NATIONAL CITY, CA 91950 2611 ADAMS AVEENGINEERS - R SAN DIEGOVEYORS - ,CA 2R 6 SUNRISE -- PHASE 4LD98-076GRAWhMilltin COM ties TW WORKING AY (619) 477-4170 BEFORE YOU IG (619) 297-3974 CONSTRUCTION RECORD DATE BY REVISIONS DATE CC' BENCH MARK SCALE SEAL: Designed By Drawn By Checked By Drawing No. COUNTY OF RIVERSIDE B.M. T-29-61 pROFESS�O J J.D. RECOMMENDED BY: DATE: CITY OF TDEPARTMENT OF PUBLIC WORKS Contractor: Horizontal �� �,RY Srf � y 2-1/2 BRASS DISK IN CONC. CYLINDER Co PI s., repared Under Supervision Of IN THE N.W. COR. OF THE INTERSECTION ,1- .x t/ 9 OF RHO. CALIFORNIA RD. NTH MARGAARITA 1 =20 � �M ES m � ACCEPTED BY. DATE: PLOT PLANS FOR Inspector: RD. 1.0EAST OF A 7.0 C.L. FENCE, 40Cr 6-30-02 Date `7 ~� 7 RONALD J. PARKS, DEPUTY DIRECTOR P NORTH OF P.P. (NO NUMBER), 94'N'LY OF THE Vertical OF PUBLIC WORKS CTR. LINE OF RHO. CALIFORNIA RD. SET SUNRISE PHASE4 LOTS FILBERGLASS POST 1.0' WEST OF MONUMENT. �7 IVI �r Date Completed: ELEV. 1128.410 (ADJ. 9/13/82) N/A/ �- CAL%F R.C.E. No. 33589 Expires 6/30/02 . R. E. No. 19744 Expires , 9/30/01 %loop C.ETRACT NO. Sheet 2 of 2 98018P42.DWG W.O. NO, 98-018 JUNE 24, 1998