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HomeMy WebLinkAboutLot 1-8, 19-23 Precise Grading PRECISE GRADING PLANS FOR : PAD PAD ELEVATION FF FINISH FLOOR VINEYARDS TRACT 231 4 GRADING NOTES: GFF GARAGE FINISHED FLOOR L FLOW UNE 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, HP HIGH POINT _ PHASE SEVEN LOTS � & 19 - 23 CHAPTER 70, AS AMENDED BY ORDINANCE 457. FS FINISHED SURFACE2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1X. TC TOP OF CURB DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE 22 LOT NUMBER CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3 = PLAN NUMBER 3AR A ELEVATION 3. MAXIMUM CUT AND FILL SLOPE - 2:1. R = REVERSE PLAN • 4. PROVIDE 5' WIDE BY 1' HIGH BERM OF EQUIVALENT ALONG THE TOP OF 0.2' DF DEEPENED FOOTING o P ALL FILL SLOPES OVER 5' HIGH. o STREET LIGHT w • COMPETENT 5. ALL SOILS EING NGINEER WHO SHALLBE DONE RTHE CERTIFY THSUPERVISION THAT HYDRANT ALL FILL HAS coa RETAINING WALL (BY SEPARATE PERMIT) (� •• o IN • BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION (ALL WALLS ARE TYPE I-B, PER CITY OF FOR ALL FILLS OVER 1' DEEP. o TEMECULA STANDARDS UNLESS NOTED I • • 6. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY OF OTHERWISE ON PLANS) FL , TEMECULA ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF -® SEWER ELECTRICAL LATERAL LT 31 2' ELEV. IS UAL TO OR GREATER o e • , COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. IN. MIN. CERTIFICATION SHALL BE TO UNE, GRADE, ELEVATION AND LOCATION DEEPENED � THAN B PAD ELEV. � • -AU WATER LATERAL FOOTING " , OF CUT/FILL SLOPES. INDICATES LOWERED GARAGE WHEN •• G�' FINISHED FLOOR REQUIRED- EQUIRED PAD ELEV. I - _ .� Q. 7. PROVIDE A BROW B INDICATES BACKFLOW PREVENTER REQ'D 2:1 MAX. rL ■ .. A 0P� • P�� n FLOWS, ALONG THE TOP I OF SCUT SLOPES.0 HANDLE 100 YEAR Q STORM 30 12" MIN. 22 MIN. �i MIN. o �! �� - 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 2 t R MAX. q F • P�� w THAN ONE FOOT. r MIN. , e0 " 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH PC ELEV. �Q�. l / s RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOCIATES DATED MARCH 25, 1991. TWO SETS OF THE LOT N0. • '� ' ' , FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING EER NG ,. „ " 6" MI GN 12" MIN. w a '• ' ■ GLS s • SCALE.- 1'=200' RECOMDEPARTMENDATONSENT HAND CERTIFlCATIONINCLUDE OTHAT AGRADNTION EGIHAS BEEN SECTION "A-A7 2R MIN. • " DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE N.T.S. 2170 MAX. • " ' • PRELIMINARY SOILS REPORT. 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT �- B I ■ w ' LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND K w • DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO +� ,�I " • BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PHONE: (909) 694- F.F. ELEV. , w ,O 6411. PAD ELEV. 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT � FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HAND 000�00-11 9 7- EIGHT SHALL V • �� BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE AFTER FIN EFR- ■ ,4'' • � � OM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. GRADE, PROVIDE U ""` ' • �i 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 5'WIDE BY 1' S' 1 MIN. * " X,:} x{ kf := 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND G.F.? P HIGH BERM „ ��� • y yf` � R Xxx^ h w n OR EQUIV. MUD SILL ��P�' p w yX * " " ,• * w n s HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER 6" MIN. G � DELETERIOUS MATERIAL. _ X TIN 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, P , y ►`� `" f✓. THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM CURB FACE SIDEWALK MI s " ! XX'� Y* `;�_x, R: 1 w 2 NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED DI��TION OF FLOW 2X MIN. 12• MIN. ' f�> : BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. NOTE: G.F. ELEV. IS AT THE FRONT EDGE 21 X MAX. yJ O t ! 14. DURING ROUGH GRADING OPERATIONS AND PRIOR M CONSTRUCTION OF yy\ • - n " �a'� PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL TYPICAL LOT FINISH GRADING SECTION " B-B" s S ' a Yx " - SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ' PROMENADE ' ADJACENT PROPERTIES. N.T.S. N.T.S. T CH NNAY 0 15. DUST SHALL BE CONTROLLED BY WATERING OF OTHER APPROVED ' ■ a METHODS. � - w • Y " ' • • • • • • w •' o 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST 55.50' " ' « o CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST ■ o BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING 50.50' ' OPERATIONS. • • o w w � 7 s : ,, 0 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- o TENTHS (1.5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN • ' • ' • VERTICAL HEIGHT. dft - 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF , - * _ BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE g 8 g \� ' 0 4 REQGIVE D. THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL B .• • TO ADJACENT GROUND ELER , THE CTION CTUALR DISTANCE ABOVE THE ADJACENT� .9C�. � • h n ' ' '• � GROUND E SHALL BEGIVEN. INDEX MAP 19. EROSION CONTROL ALL GRADED SLOPES SHALL BE PLANTED WITH SCALE: 1" 200' ROSEA ICE PLANT AT Il f ON CENTERS OR ANOTHER APPROVED GROUND PROJECT COVER. SLOPES OVER 15" IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE NTED WITH APPROVED TREES , OR SITE COMBINATION E IINATION THEREOF. SHRUBS SHALL BE LANT� D ATU 110' ON CENTERS; TREES, 20' ON CENTERS; COMBINATIONS, 15' ON CENTERS. QUANTITIES: R SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT S IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., Z �� QUANTITY-. CHAPTER 10.r. FINISH GRADING 195 CY ' 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4! PER FOOT FOR A MINIMUM OF 3 FEET. A 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES x SHALL BE PERMITTED. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD p VINEYARD MODEL FOOTPRINTPRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. _ S �•� - 0 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT I RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY • FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING t Underground Service Alert SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: PRIVATE ENGINEERS NOTE. of .N CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR SIATE AND APPROVAL. CONI: TOLL FREEAN/. ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. LEIGHTON & ASSOCIATES C CONSTRUCTION, INC. IN THE EVENT OF DESCREPANCIES ARISING AFTER CITY APPROVAL OR 1 -800 JL DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE 3934 MURPHY CANYON ROAD GROUP 20' 0 MAIN STREET, SUITE 965 FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS VICINITY MAP 422-41 ,33 SUITE B 205 PI,ANMO • EIULNEE c; • 3VRVEYI��1G I NE, CA 92714 FOR APPROVAL BY THE CITY. N.T.S. SAN DIEGO, CA 92123 41540 Luik Boulevard • 8utte a-225 • san Diego, CA 92121 (7 4) 752-9100 TWO WORKING DAYS BEFORE YOU AIG 619 292-8030 (ele) 560-9901 LD96-0380R g CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SEAL:ALE Ems' Designed By Drown By Checked By OF RIVERSIDE B.M. t-29-81 A RECOMMENDED BY: DATE: v CITY OF TEMECULA LA DEPARTMENT OF PUBLIC WORKS Drawing No. Q Contractor .S' BUSS DISC IN CILIM" LOCATED FROM y� Horizontal INT. OF FRONT ST. RANCHO CALIF. RD.. 1.e Plans Prepared Under Supervision Of .•S N.E. ON RANCHO . RD. TO INT. ■TF1 PRECISE GRADING PLANS FOR W. CORNER No. 43217 ACCEPTED BY: DATE:1�'L - L Inspector ''EGTA► raja s s TIC MT. "/A EAP. 3/31/0. �. I CIPAL IN FOR CITY (74MEER VINEYARDS CALIF. GAS VALVES. N. OF P.P. (NO. 94' Date "O-2Q- 24 DON SPAGN 0 l OF CENTERLINE of R CALIF. IND. F - Vertical �• I `` ter MAR WAN YOUNIS TRACT Date Completed S5 wITNEss Post SE 1' W. OF MONUMENT. � 23100-4 g DATE 9-13-82 ELEV. 112IL410 N/A �� R.C.E. No. 43217 Expires March 31, 2000 R.C.E. No. 42993 Expires MARCH 31, 200E PHASE SEVEN - LOTS 1 -8 * 19-23 sheet of 3 Z PAO 1,6'. 4 N 80.00' 1 7 0 � F)" 0 0 PAI 1?70-J a FF =1270.80 3X 1 PAD-7268.2 138 19' 1,��3• - FF =1268.70 20 LF 127 1 f e� SEE I 1?70 L t FL 0.2 DF g OTE) ROP f6 • SAD- �•3,c_3 IS 1f 7v p .DO 6" Sf 23 M 6 L 7' D/W210 0.6 �. �. ¢¢� % h to 1274 J O 11.7X �� GFf=7?�� h O , `ti O Ok HP PAD-1274 3 - — - - — - 69 1 =1?68.p0 0 a FF =1275.00 i i 1 �� g %P h off, c f c� h 7 L • 1 3• --t -_ — --- _ _ 12 - ---- J - _ t9 NO 7,r) ire- 1275.0 _ L 1274,22PROMENFL ` --- ADE -- ---- - - -___-- -_ ORDEAU : Y _ to 1275.J r ----- HP Q PAD=1?TS.S j FF =1276.00 0 �► 9 Sip g 1275.5 __ � _ FS FL C) PAD-1274 5 --,_ i c N ,�,. ��.� ,ti 3 �� h FF' =1?7500 *9 122 121 �1 �/ 'V0 1278.5 N '`�S. l ) 1274.J h hi N 8, FL ,� D ?? HP 84'f 7.2719 AV 7Z) 12�) / \ 3.1 78 u` 12 a FL -_`4 �- f 0 HP PAD-1279.0 = \ ?�� .p FF 1279 Q" - 3 12M.6 FL 0 l g � t 2 9 20 ( 7Z) �\ \ Underground Service Alert SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: RETAINING WALLS SHOWN ON THESE PLANS REQUIRE A SEPARATE PERMIT 9 FROM THE DEPARTMENT OF BUILDING AND SAFETY. O 20 40 60 80 100 Call: TOLL FREE LEIGHTON & ASSOCIATES CCL CONSTRUCTION, INC. SEPARATE PERMIT REQUIRED FROM ENGINEERING DEPT. TO REMOVE EXIST. DRIVEWAY OPENINGS. REPLACE WITH FULL HEIGHT CURB, GUTTER AND 1 -8003934 AND TO CONSTRUCT NEW DRIVEWAY OPENINGS. 3934 MURPHY CANYON ROAD GROUP 2010 MAIN STREET, SUITE 965 422-4133 SUITE B 205 PI.AI, • ENGINEERING • G IRVINE. CA 92714 SCALE. 1 = ?D " SAN DIEGO, CA 92123 6540 LI eo��d . suite C-226 • San Diego. CA 92 121 (714) 752-9100 INSTALL TRAFFIC PROOF COVERS ON ALL SEWER CLEAN-OUTS AND WATER METERS IN DRIVEWAYS. TWO WORKING DAYS BEFORE YOU DIG (619 292-8030 (619) 560-9901 CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SEAL: EssDesigned By Drawn By Checked By OAA_�H Drawing SCALE e RECOMMENDED BY: DATE: `�` CITY OrC TEM ECU LA DEPARTMENT OF PUBLIC WORKS OF MWRSIDE B.M. NO. T-29-81 V Contractor s" �" DISC IN CONC. CYLINDER LOCATED FROM Horfzontol Plans Prepared Under Supervision Of PRECISE GRADING PLAN FOR: INT. FRONT ST. & RANCHO CALIF. RD., 1.e 'S N.E. RANCHO CALIF. RD. TO IRT. MTI ACCEPTED BY: DATE: Inspector RELI 0.F r .. IN THE FENCE. N . t0.• AROUND, 1" 20' ExP. 3/31 10� � Date _ D� ��a ER � CITY I�I`�'"� VINEYARDS ARCARIT Rp., IN TFE N.W. CORNER OF THE INT. .` ►� ___ _ Vertical �. , , �� 29 4� TRACT 23100—4 CALIF ctAs vALVEs, 40'NC N. A P.P. (No. , 94 �� MARWAN . YOUNIS Dote Completed OF OF RANCHO CALIF. RD. 7 1VMA ESS POST SET t' W. OF MONUMENT. DA OSS POS EMO MENT.10 NSA R.C.E. No. 43217 Expires March 31, 2000 R.C.E. No. 42993 Expires MARCH 31, 2000 PHASE SEVEN — LOTS 1 -3 & 21 -23 Sheet 2 Z C=59.90 34.07�'� �� 98.alb' D4 ttzo ` 5 t O - 6 - 3XR Jw PAD-1276.8 J N _ FF- =1277.30 PAD-1279 7 1 p'") � Q _t � B © Ff =1280.20 '� t Ali=1,774.!, 4.0' 7 B.51?76 66 PAD=1283.? h ; 1285 1 1Z�• �+� r JAZ)- i-?�Lj " DROP e' FF =1283.70 5.9 6' STOOP -� 6• X28 NP r, 0.5' DF f f• t 285.E � s DROP D.50' NCS ry'y � GFF=1276.30 .5' �� DROP 0 30' ry ``' ? s CFF-1279 in sT PAD-1286. l S 127. 8.4 Ff =1?86.60 40, �` i� AV k So ` //•� Olt- 123PAD-129J 4 1.0' FF =1293.90 ► 1 i (SEE) w t ?86.' j l i i NOTE) p N I j (S£E N i 1 0 ""O - 1 -r .1 1285 _ B -� �i 21.6' CHARDON Je -___�_ --1_NOTE) " O 1 ,2 '?, p�ii.�H/LL29 9� L T [:9 k \ ,(sEE - 1 J y \ S£E h h NO7E) ----------- ---h 34 ---- - - - - -- --- ----------- - \1� -'rte' 1 p.?O y T - _ - ` 5 - 22 .7 , --- - _ _ _ _ - - - - - - - - PAD-1283? 1282 ?g�eo v+. FF =1283.70 m • d'6 of l 116. ' ►� / ` 7 FA -1 t"79 -► B 1283.0 `A 0 82 PAD-1283 8 n O 12 FF =1288.30 L O T? 2 1` v - _ -� 85.3 12 � f ;+t 1285.8 5 1 � �' X28 6 NP 19 20' rsc W 00: 1 6717' c c PADS 1304. ; 27.50' , Underground Service Alert SOILS ENGINEER: PLANS PREPARED BY: PLANS PREPARED FOR: NOTES: RETAINING WALLS SHOWN ON THESE PLANS REQUIRE A SEPARATE PERMIT Call: TOLL FREE ANZ.- FROM THE DEPARTMENT OF BUILDING AND SAFETY. n LEIGHTON & ASSOCIATES C L CONSTRUCTION, INC. 0 20 40 60 80 100 � SEPARATE PERMIT REQUIRED FROM ENGINEERING DEPT. TO REMOVE EXIST. 1 -800 0 DRIVEWAY OPENINGS. REPLACE WITH FULL HEIGHT CURB, GUTTER AND FF11111111 I Ic 422-4133 3934 MURPHY CANYON ROAD GROUP 2010 MAIN STREET, SUITE 965 SIDEWALK AND TO CONSTRUCT NEW DRIVEWAY OPENINGS. SUITE B 205 PLANNING • ENGINEERING • SURVEYING IR NE, CA 92714 SAN DIEGO, CA 92123 SCALE- 1 = 20 " TWO WORKING DAYS BEFORE YOU DIG 619 292-8030 �"I` BO1�Q'°M � salt» a-22b • San Diego. c� 9z1z1 (7 4) 752-9100 INSTALL TRAFFIC PROOF COVERS ON ALL SEWER CLEAN-OUTS AND WATER e (619) 560-9901 METERS IN DRIVEWAYS. c r ( c CONSTRUCTION RECORD BY DATE REVISIONS ACC'D DATE BENCH MARK SCALE SEAL: ��/ Designed By Drawn By Checked By l�••r DrawingNo. o RECOMMENDED BY: DATE: CITY Or TEM ECU LA DEPARTMENT OF PUBLIC WORKS a Contractor o. OF RIVERSIDE S.M. o. T-29-e1 A. J � .5' MASS DISC IN CONC. CYLINDER LOCATED FROM Horizontal INT. OF FRONT ST. RANCHO CALIF. RD., 1.8 - Plans Prepared Under Supervision Of L Inspector ARGANRIET ON ANI CALIF. RD.N THE NX CORNEroR OF THE INT. 1" = 20' NO. 43217 ACCEPTED BY: DATE: /16 - 26 PRECISE GRADING PLAN FOR: E. of A 7• OIANI FENCE, F . 16• AROUND EXP. 3/31/oo NaPAL IN FOR CITY ENGINEER VINEYARDS. CALIF. fiAs VALVES, {O' N. of P.P. (No. 94• � Date 1'D- Z9- 96 DON sPAGN o OF CENTERLINE OF CALIF. RD. �- vertical �� MAR WAN A. OUN IS C Date Completed 7 �l 1 wITNEss POST 1' W. of MONUMENT. 4- a DATE 9-1�e2 ELEV. 112s.410 N/A R.C.E. No. 43217 Expires March 31, 2000 R.C.E. No. 42993 MARCH 31 o TRACT - 231 004 MIN Expires • zoo PHASE SEVEN LOTS 4-8 & 19-21 sheet 3 of 3