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HomeMy WebLinkAboutLot 26-38 Precise Grading GRADING NOTES P ER CISE G13, AD11qG PLANS 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. fT ADDENDIX CHAPTER 33 AS AMENDED BY ORDINANCE 457. '�I► 2. MINIMUM BUILDING PAD AND DRA I NAGE SWALE SLOPE SHALL BE 1 % T R C T N 0 23065 111�1 4 TEMECULA CREEK IF CUT OR FILL IS LESS THAN 10' , 2% IF CUT OR FILL IS GREATER THAN 10' . 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. A 3. MAXIMUM CUT AND FILL SLOPE = 2: 1 . ! � ` 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP P H !3E 1 VAI OF ALL FILL SLOPES OVER 5' HIGH. Vr 5. ALL GRADING SHALL BE DONE USER THE SUPERVISION OF A COUNTY OF RI' V RSIDE CALIFORNIA COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL ' NWTH HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILL OVER 1 ' DEEP. I �, 6. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT' TO THE 9 PROJECT BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF SITE ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO REQUESTING INSPECTION AND ISSUANCE OF THE BUILDING PERMIT. u9H T SHALL INCLUDE LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES. o 3 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM a 27 FLOWS, ALONG TOP CUT OF SLOPE. 30 28 2825 VICINITY MA 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS NOT TO SCALE GREATER THAN ONE FOOT. a o o TOwNSH I P _$„' SOUTH RANGE -2, WEST SECTION 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH soft RECOMMENDAT I ONS OF THE PREL I M I NARY GEOTECHN I CAL I NVEST I GAT I ON ■ �. - �. ,_,. _ ..... .,,,, _ LEGEND BY PETRA GEOTECHNICAL DATED SEPTEMBER 21 , 2001 . TWO SETS OF THE STORM DRAIN S.D. ACCESS RAMP FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING K , � AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION ■ .� WAY LOW POINT L.P. LOT NUMBER DESIGN RECOMMENDATIONS AND CERTIFIGATION THAT GRADING HAS EK TOP OF SLOPE T.S. BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE %`'� GRADE BREAK INDICATES LOT NUMBER 32 SITE INVESTIGATION REPORT. G.B. 1L -OEM _ LANDSCAPE DEVELOPMENT L.D.Z. INDICATES UNIT TYPE 10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY � (L-LEFT GARAGE; R=R IGHT GARAGE) RIGHT OF WAY R/W INDICATES FINISH FLOOR ELEVATION FF=1173.0 DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT v o Li GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED 1 0 0 o EDGE OF PAVEMENT E.O.P. INDICATES PAD ELEVATION PE=1172.5 PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. a WATER BLOW-OFF 01 0000.00 11 . CUT SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGH 50 0 50 100 150 ■ a 88 � TOP OF CURB THIS LOT REQUIRES A BACKWATER VALVE T , 37 N Q T.C. PER SECT. 409 OF U.P.C. PER APPROVED p AND ILL SLOPES EQUAL TO OR GREATER THAN 3 IN VERTICAL a o FLOW LINE F.L. B W HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO C WATER AND SEWER PLANS. ( SEE INDEX MAP ) PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN GRAPHIC SCALE HIGH POINT H.P. TRACT BOUNDARY ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL - OF FINAL INSPECTION. I FINISHED GRADE F.G. EXISTING CONTOUR (1430)----' 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND FINISHED SURFACE F.S. STORM DRAIN & CATCH BASIN HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 1 GARAGE FLOOR GF 0000.0 2: 1 SLOPE 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE INDEX MAP FINISH CUT-FILL ED FLOOR FF o00o.p PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT PREPARATION SHALL BE WATER SERVICE W AIR RELEASE VALVE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT CONSTRUCTION NOTES & QUANTITY ESTIMATE OF FILL MATERIAL. SEWER SERVICES FIRE HYDRANT ---� 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION NO. QUANTITY UNIT INDICATES AMOUNT OF OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE Q LOT GRADING (13 LOTS x 50 C.Y. ) 650 CY O DRIVEWAY EXTRA DEPTH FOOTING CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND STREET LIGHT DAMAGE TO ADJACENT PROPERTIES. BASIS OF BEARING: SLOPE EXTRA DEPTH FOOTING II 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS AS DEFINED IN COUNTY ORDINANCE 484. 1 AND 742 (PM-10). GRAD I NG N ( CONT THE BEARINGS FOR THIS SURVEY ARE BASED ON THE LINE BETWEEN STATIONS"TRAK" 50' 50' 50 50 ' ' AND "MATH".'(POSITIONS PER NATIONAL GEODETIC SURVEY, NAD83, EPOCH 1995.5) AS 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST 23. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT SHOWN ON THE MAP FILED IN BOOK 102. PAGES 50 THROUGH 65 OF RECORDS OF CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION SURVEYS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT OF COMPLETION OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED COUNTY,CALIFORNIA, BEING N 52`49'02.84" E. ADJOINING PROPERTIES DURING GRADING OPERATIONS. PLANS FOR ALL GRADING DESIGNATED AS "ENGINEERED GRADING" , PLAN 1 PLAN 3 EHG/NEE T/ T.O.�CONM-CTORSPLAN 2 O� PLAN 4 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE 24. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH a"� Uci TENTH (1 .5) SHALL BE SUBMITTED BY A SOILS ENG I NEER TO THETHE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE co LO ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE, 12" MIN. ABOVE PAD ELEV. E o, BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION THERE ARE NO"EXISTING UTIU71ES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED 30' IN VERTICAL HEIGHT. TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR N TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE TO THESE LINES OR STRUCTURES. SUBMIT CERTIFICATION OF BV I LD I NG PAD ELEVATION. WHERE STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR PROTECTION OF AND ANY DAMAGE ROUND OFF TOP o a 04 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAID SURVEYOR SHALL PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION P/L IN. 15 ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE 4 M PRACTICES, CONSTRUCTION CONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE TYPICAL OVERALL FOOTPRINT DIMENSIONS EC I F I C ELEVAT I ONS ARE REQU I RED. THE ELEVATION WITH PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION RESPONSIBILITY CONSTRUCTION JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS P RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATIONU.P.C. PROJECT. DEVICES CES PER CHAPTER 10.R. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY SCALE 1" = 40' WITH RESPECT TO ADJACENT GROUND SURFACE IS REQU I RED, THE AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES T0, ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 25. CONCRETE CHANNEL AND PERIMETER IuETER DEFEND INDEMNIFY AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY NIGH POINT CONSTRUCTION OF DETENTION BASIN, REAL OR ALLEGED,�IN CONNECTION WITH 11-IE PERFORMANCE OF WORK ON THIS PROJECT. � , BROW DITCH SHALL BE I N PLACE UPON COMPLETION OF PROPOSED GRADING. PAD EI.EY. -0,2 MIN, Ir- 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS APPROPRIATE MEASURES WILL BE TAKEN TO ENSURE PROPER DRA I NAGE THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS A o 9 AT NOT LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET. FROM INSTALLED FACILITIES TO PERIMETER STREETS UNTIL CURB OUTLET IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE " STRUCTURES ARE IN PLACE PRIOR TO COMPLETION OF THE PROPOSED FOR DISCREPANCIES NOT So REPORTED AND RESOLVED. SEC110N A - A V �� z z 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES STREET IMPROVEMENTS. CAUTION: THE ` �' , z z a SHALL BE PERMITTED" . E ENGINEER PREPARING THESE PLANS WILL NOT RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED FOR REAR YARD SLOPES GREATER - �� A 0 CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED "r �� � �� '��•�` In 26. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE BY THE PREPARER OF THESE "PLANS". THAN 5 IN VERT I CAL HEIGHT q~k{x -' 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE IMPLEMENTED UPON COMMENCEMENT OF PROPOSED GRADING. THE SWPPP 4 •'` � �.•�� � ���' c;�� '.a'�° 15 Tl'P. 15 TIP, .... FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. SHALL ADHERE TO CURRENT NPDES GUIDELINES. �"� ��� ��"11 ;� �` w (EXQYT5 5. 00T C 5, C P L 5 MIN VAR. 01 P/L G4 ,�� `�o MIN MIN MIN MI fi" MIN. 5 MIN. VAR. / 5 MIN. VAR. 5" MIN. �D�y�� o�' � `` ��5�: 3' MIN. 1 ' 1 ' 3' MIN. 3 MIN 2' �Q MDS I LL VAR. 0;�s LO VAR. VAR. MUDSILL MIN. ENGINEERS NOTE: OWNER SMS ENGINEER LEGAL DESCRIPTION DIGSLUERT ..; .::. �. N - T!-E PRIVATE ENGINEER SIGNING THESE PLANS IS " � , 12" MIN. p�AR � • -� Q . � w 00 ^ RESPONSIBLE FOR ASSURING TI-E ACCURACY OF DESIGN CENTEX HONES PETRA GEOTECHNICAL A PORTION OF PARCEL 22 - PARCEL 12 MIN. 12 MIN. PE DIAL TOLL FREE AND ACCEPTABILITY OF THE WORK HEREON. INT WA Ow c I RCLE, SUITE 150 27620 CENTER DR. MAP 27387 P`AN N z V , a EVENT OF DISCREPANCIES ARISING AFTER COUNTY CORONA,CA. 91720 SUITE 103 2% MIN. fi" MIN. s�Mqx o s MAx a 1-800.227. -2� TEL 909.279.4000 TEMECULA, CA 92590-5661 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. �-� } � z 10 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE FAX 909.273.2100 20X MAX. 2: 1 MAX. SIDEWALK i. 25 - ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING (9�) 599-6193 20% MAX. MIN. 20% MAX. �� 1F. il o` AT 'FWD DIAYS (909) 699--6197 FAX * - UNLESS OTHERWISE NOTED * UNLESS OTHERWISE NOTED CURES � AN ACCEPTABLE SOLUTION AND REVISING THE PLANS BEFORE YOU DIG FOR APPROVAL BY THE COUNTY. o UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIAE�T�QN B - B SEC110N C - D I STANCE FROM RIGHT OF WAY TO THE GARAGE CORNER - CMEASURED PERPENDICULAR TO THE PROPERTY LINE. SEAL--COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER DRAWN o PLANNIM0 ■ DE91L�N ■ CONSTRUCTION BENCHMARK: T-1-81, ELEV. 1026.428 JLF/JE TRACT NO.23065-4 PHASE 1 IPI - WORK SHEET N0. a WORK CONTAINED WITHIN THESE PLANS v SHALL NOT COMMENCE UNTIL AN T PORTATION DEPART T loVESS1a,P 2 1/2" BRASS DISK IN CONC. CYLINDER 2.4 DESIGNED ENCROACHMENT PERMIT AND/OR A APPROVED BY cD A, MILES SOUTHEAST ON HIGHWAY 79 FROM EL/JG COUNTY OF RIVERSIDELO 1 GRADING PERMIT HAS BEEN ISSUED. 4� ���-� jr� �y 27555YNEZROAD,SUITE40O INTERSECTION OF MAIN AND FRONT STREET IN CHECKED ��' "�! a:. TEMEOLLA,CALIFORNIA 92591-4679 , w p I The private engineer signing these plans i s C N S U LTt N G 909.a7�.aoa2 • FAx 909,676.72ao • www.RBF.com TEMECULA, 53.5 SOUTH OF C/L HIGHWAY MAT SCHEDULE A 1© responsible for assuming the accuracyand KHALED A. OTHMAN DATE: �-► No.43090 792AD , 3.2 EAST OF GT POLE (GT 2453), 300 SCALE OF 2 SHEETS Exp. 3/31/04 EAST OF PRODUCE T AS SHOWN PRECISE GRADING PLAN acceptability of the design hereon. n the event R.C.E. N0. 33950 �x PREPARED 8Y: MICHAEL YLMAN R.C.E. N0. 43Q�0 E S AND MIDWAY BETWEEN FILE a of discrepancies ar i s i n after county approval or EXP. DATE: fi-- 2 Jr Cl V 1,� �ti� EXP. DA 3131-04 P.P. 75580 AND P.P. 75581 ON LINE WITH OLD JOB NUMBER N0. ¢,, 15-1004 5 4P during construction, th private engineer shall be 7j 5 responsible for determining an acceptable solution F Fo FENCE LINE RUNNING N. & S. SET FIBERGLASS � MARK BY DATE APPR. DATE OF C�V DATE: I D� A O-Vr7-- and reviewing the plans for approva I by the county ENGINEER R E V I S 1 0 N S MENDED BY BOYLE ENGINEERING DATE: WITNESSPOST 1' SOUTH OF MONUMENT. DATE FOR: REDHAWK W.O. 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I z o ( N N M 1 a7 N a oh 5 r- le _ 5 I _.._ - 1 � �c� .�- 10' • 'r` F'G tV � 5.5�J o N ` 1 I 10.17' �`. _ � ❑ .59' � _ + g II 5 N GF 72.5 I 32 .6 �n - GF=74.3 � - B o I n GF=73. 1 I FG '� �' O '� 4R o ri I I /37 G N ( •1 - 3L FF=1176.0 l ZR N = � . 3 PE 1175.5 i I I 34 5 I I FF-1175.4 4 p .1 6low I -� \LR 1 I 35 FF=1174.8 PE=1174. I 1 51 s I 33 4L PE=1174.3 � �`�, S I I Ip i) FF=1173.6 I w 75.2 FG 1 . \.LL k0 E : I PE=1173.1 FF=1174.2 k• NO 3 1 1 � .5 � a O I FF=1173.0 , I PE-1173.7 3 + 1�C� FG .44 F 74 I I rn O I PE=1172.5 I + '� 1.0 73.4 �� 1 �� 2 1 I I FG n •� I 110.17 G 10 �o t17 $ 4 • 1 .0% -yx\01 // C4 " �., -qrmp 1011 1 •I YJ co 1 • O M / I r 1175- co 1 n 1 1 .0 I o) r- 1 .0% oo ` w I qr 1 co ._ 1...: _ i .Ox o . - "` • I I ��" � � ( 60.01 - -- 111►�►, n °' N I I N ��` N� ��•�` N � 3.3 20.00' 70. 17' 11� 61 .75' I 59.06 N��--n Ln I 117 0 .- /��� P R C L / c Cir C 0 U � � F- ,�, LJ 10e 1 , "��! g 6\1,0 4 it) C,0 � �5kc to p �r��� .ny N 'vj p Q 0 (W a ire o���e•1°� C'� DlCxS-ERT 20 0 20 40 �r�a�`�v� 60 0 z DIAL TOLL FRM 1-800-227-2600 GRAPHIC SCALE �/ 1 1 AT LEAN TWD DAYS z BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA v a SEAL-COUNTY SEAL-ENGINEER DRAWN TRACT NO. 23065--4 PHASE 1 IP - SHEET NO. Q COUNTY OF RIVERSIDE PLANNING ■ o��I�oN ■ CDNBTRI.JGTION BENCHMARK: T-1-81, ELEV. 1026.428 JLF/JE WORK CONTAINED WITHIN THESE PLANS T P�RTATION DEPART T Q�o��ss1dH' 2 1/2�� BRASS DISK IN CONC. CYLANDER 2.4 DESIGNED EL JGCOUNTY OF RIVERSIDE 2 "It SHALL NOT COMMENCE UNTIL AN l MILES SOUTHEAST ON HIGHWAY 79 FROM APPROVED BY �� A. j 27555 YNEZ ROAD SUMS 400 0 ENCROACHMENT PERMIT AND/ORA ,��� �c��� ' `��, ■ ■ ■ TEMECULA,CAUFORM 92591-4679 INTERSECTION OF MAIN AND FRONT STREET IN CHECKED MAT SCHEDULE ~ A ~ Ln GRADING PERMIT HAS BEEN ISSUED. = TEMECULA, 53.5 SOUTH OF C/L HIGHWAY The private vate en i neer signing n i n these plans i s � C 0 N E3 U Ill N C3 909.675.8042 FAX 909.676.7240 • wwwA9F.com 79 3.2' EAST OF GT POLE GT 2453 300' SCALE OF--?---SHEETS Q P 9 9 9 P DATE: No.43090 , �' As SHOWN PRECISE GRADING PLAN ;5 responsible for assuming the accuracin and Exp. 3/31/04 EAST OF PRODUCE STAND MIDWAY BETWEEN acceptability i I i t of the design n hereon. the event PREPARED BY: MICHAEL A. T MAN R.C.E. N0. 43Q9O FILE N0. 0 P Y 9 . " oe NUMBER �' EXP. DATE: 3-3 -04 P.P. 75580 AND P.P. 75581 ON LINE WITH OLD - of discrepancies•arising after county approval or t �!y t�- .�� 15-100455 � LOT � �8 � during construction,on, the private engineer shall be 41 �p� FENCE LINE RUNNING N. & S. SET FIBERGLASS responsible for determining an acceptable solution OF Ck \ DATE FOR: W.O. COUNTY and reviewing the plans for approval b the count MARK BY DATE APPR. DATE MMEN DATE: DATE: WITNESSPOST 1 SOUTH OF MONUMENT. RB�HAWK FILE No. P PP y Y ENGINEER R E V I S I O N S CouNTY DED