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HomeMy WebLinkAboutLot 7-12 - Precise Grading PRECISE PLOT AND GRAD1 .,,N,. G PLA ..N.. GENERAL NOTES: 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, AS AMENDED BY ORDINANCE 93-04. T AC '"N 0 233 71 �iiiiiiiiiiiiik 7 R T 2, MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. DRAINAGE SWALES 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 M . W. D. LEGENDENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND > WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. = T.W. _ _ INDICATES TOP OF RETAINING WALL ELEV. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE PUBLIC WORKS DEPARTMENT Q7 _,.._ INDICATES EXISTING RETAINING WALL WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH CTHE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTI- T.C. -_ INDICATES THEORETICAL TOP OF CURB FICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT AND FILL 1� , + AT DRIVEWAY APRON SLOPES. O 7 z 3 S � P 70 �Z7 "{' %�' 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM DRAIN FLOWS, ALONG TOP CUT OF SLOPE. Hort _ __ INDICATES RETAINING WALL TO BE EXTENDED a �6' 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GRATER THAN ONE DRIVE X4 .--_ INDICATES FINISH GRADE FOOT, 9, ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE LLS _ -- INDICATES DRAINAGE SWALE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED MAY 131998. TWO SETS OF THE FINAL COMPACTION REPORT_ _ SHALL INCLUDE FOUNDATION .� �� H.P. - INDICATES HIGH POINT OF SWALE DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN P C.B. CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. D 7 __ _ INDICATES CATCH BASIN 2 - 10. THE CONTRACTOR SHALL NOTIFY THE CITY'S PUBLIC WORKS DEPARTMENT AT LEAST C.O. 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTIONS THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION _- _ INDICATES CLEANOUT FOR EACH LOT. PHONE (909) 694-6411. 3" PVC 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL INDICATES PVC DRAIN PIPE SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED 2 WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTA-- BILITY IN ACCORDANCE CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE 2 33.733 S APPROVAL OF FINAL INSPECTION. � 9 p � 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GRAD HAS BEEN V CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. o P0//Iv p 3 0 0 D S C O U 1� T 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST B W CLEARED, KEYED, AND BENCHED IN TO FIRM NATURAL SOIL FOR FULL SUPPORT, PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO S PLACEMENT OF FILL MATERIAL. � "p 3`� 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT `3 DRAINAGE STRUCTURES 3 ES TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. FOR EXISTING STREET IMPROVEMENTS SEE 15, DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS, HONORS ALL 13N THE ECT SITE MUST 16. EXISTING N A DRAINAGES OJOUT PSCHEDULE "A" OF IMPROVEMENT PLAN DR' E TION, EPE DUNG STORM CONDITIONS. PROTECTIVE MEASURES ANDMO - RARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES R.O.W. R.O.W. DURING GRADING OPERATIONS. CL KEY MAP 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1,5) NO SCALE SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE PUBLIC WORKS DEPARTMENT 41,5' FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT, 2.5' 19' 22.5' If 18, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTI- .5 4 18' 8' 2.5 GARAGE FLS FICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE STREET LIGHT _ REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEAL LEVEL) SHALL BE GIVEN. LOCATION a � �. STS IF AN ELEVATI❑N WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED THE P� ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 19. EROSION CONTROLi ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER r?1 F.H. I 5" Mme' . 1X Mlltl �,�� Q 1X NM. 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED 6"t ' ?� DEEPEN FOOTING _ AT 10' ON CENTERSf TREES, 20' ON CENTERS COMBINATIONS, 15' ON CENTERS, SLOPES - �- � OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH AS REQUIRED WITH BACK FLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.r. � •'� -• � DETAIL 0 STOOP PROJECT SITE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS JOINT TREE 3 PLACE 0.25' A.C. OVER 3 I JOINT TRENCH NO SCALE THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET. LOCATION 2 0.52' CLASS 2 A.G. BASE 2 LOCATION > �►D 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PER- MITTED. POINT WOODS COURT , IFINIA A _ - �p 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO SOUTHERN HILLS DRIVE �' rAr �r e 1X � COMMENCEMENT OF ANY CONSTRUCTION/GRADING. �P 4k N. �_..�� ,_� - MIN. � R�� 4 NO SCALE q ,d 23, APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE S APPLICANT AND HIS ENGINEER FROM REFS CITY [IF TEMECULA STD. DWG. NO. 105 48 LOT NUMBERFL.. ELEV. SHOWN �� TH�pR, E RESPONSIBILITY FOR THE CORRECTION OF SECTION 'A' (MODIFIED) ON PLAN ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE PAD 1130.3 AD ELEV, �+ APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGI- ' P * DRAIN C Ay 19 NEER FOR REVIEW AND APPROVAL. CONSTRUCTION NOTES !300 NO SCALE STATEN1C.0 x INDICATES A.C. PAVEMENT DRAINAGE SWALE e MIN. OR ENGINEERS' NOTE INDICATES TYPE A-6 CURB & GUTTER UNDERGROUND PIPE o TO STREET NE]DEL 'B'� HOUSE MODEL NUMBER 30 INDICATES PCC SIDEWALK FF-1131.3 FINISH FLOOR ELEV. VICINITY MAP CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR "� JOB SITE CONDITI❑NS DURING THE COURSE OF CONSTRUCTION OF PROJECT, INCLUDING 5' NO SCALE SAFETY OF ALL PERSONS AND PROPERTY] THAT THIS REQUIREMENT SHALL APPLY CON- x29.5 G 130 .6 GARAGE FLOOR ELEV. TINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRAC- 'Ids A STREET It TOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS R �l N �'-' _... ..r f FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFOR- T ML SMY11 B PL � PL � SWAY ��� `� ~' NOTICE TO PROSPECTIVE BUYERS MANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE _ ly MIK NEGLIGENCE OF THE OWNER ❑R ENGINEER, Underground Service Alert �..�.�. 1� 1- ELEV. a TO _ .s , MAX �, aFv. F.F.FF. ELEV. CB M h '' �_r. CB .� THESE PLANS ARE TECHNICAL IN NATURE AND ARE PRODUCED ' SWALE ELEV. + UY MIK -� .: ., �: • • TO BE USED BY WORKMEN IN ORDER TO PERFORM THEIR WORK THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES © Call: TOLL FREE t. ix PL ELEV. A (2/)FOOT MIN. SWALE ELEV.= IN CONFORMITY WITH LOCAL LAWS AND GOOD ENGINEERING AND SHOWN ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF AVAILABLE RE- FRONT 3.0' 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 1X MIN. THE EXACT L❑CATION OF EVERY ITEM WITHIN THE HOUSE OR PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON 422-4133 » „p» » » ON THE LOT. THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO SECTION "B"-"B"Q TLOT SECTION A -- A THESE LINES OR STRUCTURES. NO SCALE NO SCALE THESE PLANS SHI]IILD NOT BE RELIED UPON FOR OTHER THAN LD98- 120GR NO SCALE THOSE PURPOSES. WORKING DAYS BEFORE YOU DIG SUNRISE PHASE 6 AM McKin CoMplanies 111111111 M . ........ CONSTRUCTION RECORD DATE BY REVISIONS DATE CC' BENCH MARK SCALE SEAL: Designed By Drawn By Checked By % Drawing No. ,R°1FESS/ J.D. J.D. H.S. RECOMMENDED BY: DATE: l` � � CITY OF TDEPARTMENT OF PUBLIC WORKS Contractor: COUNTY OF RIVERSIDE B.M. T-29-81 4�0\�aRY Srf°'�+��, 2 1/2 BRASS DISK IN CONCRETE CYLINDER. IN THE Horizontal ' s Prepared Under Supervision Of N.W. CORNER OF THE INTERSECTION OF RANCHO CALIFORNIA ROAD WITH MARGARITA ROAD, 1.0' EAST 1" = 20N&W rn ACCEPTED BY: DATE: �1 $ PRECISE GRADING PLANS F Inspector: OF A 1.0' FENCE, 40.0' NORTH OF P.P. (NCI NUMBER), a s-�o-o2 � Date �� Z 98 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' - '� fv' `� WEST OF MONUMENT. c�►��F R.C.E. No. 33589 Ex fires 6/30/02 19744 9/30/01 LOTS 7--12 TRACT N❑, 23371--7 Date Completed: ELEVATIM 1128.410 (AU 9-13-82) - p R.C.E. No. Expires Sheet 1 of 2 CBS W.O, 98-018 98018P64.DWG JULY L 1998 1149.1 T . Q � 48.8 Gop �• f f s• �- q 1150.1 .5 Q� • k t,• �0 � 49.8 g X �• � ���� k�- �o �'0 X Xg O� y k / w' cS0 49 b qy f •� k9 Q W �� X 50.4 `, gyp. •6� ".7 •0 � 50.7 0 T.C rL X 9 k'` s P. 1151 G �� �q 'loop / � - 50.4 Q� / f � � 5, X Q 49.9 .0 / Sc X X VL C5 ro� 8 ro e G' 'op'9 O 0 / 1152.7/ 'r'6► A X 51.1 R16g •0. S• ,gyp �,Q' ��•• 50.5 Xp 9• •y S 52.0 "Ilk X cQ 52.4 •�7• h �� �', 0,h ;\*"X� .o h G�• •�� � / 495 o�� 1� / XS t' ° �• / 51.4 JK / o ss� 0.4 \ / iii• 9• 52.0 X 0� x� 1153.3 � .� .� � � Sp 52.6 �S ti '4 X W / 53.0 �" S �� 50.9 52.1 ^7 x As0 51. 8X Q S3 08 v4 �• • Q X 52.6 ° Q_ 3 2s• h �• U' -J 440' / N4 O `*94,)e 6 8 4,)e / 1153.3 51.7 / T.C. BACK OF SIDEWALK CURB 6' ESM T. R.O.W. / NOTICE TO PROSPECTIVE BUYER'S THESE PLANS ARE TECHNICAL IN NATURE AND ARE PRODUCED Underground Service Alert TO BE USED BY WORKMEN IN ORDER TO PERFORM THEIR WORK IN CONFORMITY WITH LOCAL LAWS AND GOOD ENGINEERING AND CONSTRUCTION PRACTICES. THEY DO NOT ATTEMPT TO SHOW Call: TOLL FREE THE EXACT LOCATION OF EVERY ITEM WITHIN THE HOUSE OR ON THE LOT. I-No THESE PLANS SHOULD NOT BE RELIED UPON FOR OTHER THAN 422-4133 PLANS PREPARED FOR: PLANS PREPARED BY: THOSE PURPOSES. McMILLIN COMPANIES CRAIG, BULTHUIS & STELMAR A INDICATES UTILITY LOCATION LD98--120GR 2727 HOOVER AVENUE ENGINEERS - SURVEYORS - PLANNERS "SUNRISE" NATIONAL 477 CITY, CA 91950 2611 ADAMS AVE., SAN DIEGO, CA 92116 SUNRISE -- -- PHASE 6 Atemilan compw�" 0 WORKING DAYS BEFORE YOU DIG TW ORKIN (6 ) (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-29-81 1111110P111111 pR°F�Ss��,, J.D. RECOMMENDED BY: DATE: /Z CITY OF TDEPARTMENT OF PUBLIC WORKS Contractor: O RY S T 2 1/2BRASS DISK IN CONCRETE CYIJNDER, IN THE Horizontal �� .2`�'P �' �ti ° s Prepared Under Supervision Of N.W. CORNER OF THE INTERSECTION OF RANCHOX CALIFORNIA ROAD WITH MARGARITA ROAD, 1.0' EAST ,. W �kPW m o ACCEPTED B Y: DATE: PRECISE GRADING PLANS FOR OF A 1.0' FENCE, 40.0' NORTH OF P.P. (NO NUMBER), 1,V=20' a 6-30-02 Date 1.1 �� �� RONALD J. PARKS, DEPUTY DIRECTOR Inspector: 94.0' NORTH OF THE CENTERLINE OF RANCHO CALI- SUNRISE PHASE C, LOTS 7-12 FORMA ROAD. SET FIBERGLASS WITNESS POST 1.0' Vertical OF PUBLIC WORKS WEST OF MONUMENT. 1V1 33589 6/30/02 Date Completed: N A �` C���F R.C.E. No. Expires 19744 9/30/01 TRACT NO. Sheet ofp TION: 1128.410 ADJ. 9-13->!2 R.C.E. No. Ex ires23371 -7 2 2 98018P63.DWG W.O. NO. 98-018 AUGUST 20, 1998 ZI