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HomeMy WebLinkAboutLot 1, 5-23, 57-116 - Precise Grading LEGEND Ho Pw PROJECT SITE A PAD ELEV.-03'MIN, TDP OF CURB 0000.00T T.C. z z t N ■ FLOW LINE F.L. H PREC I SE GRAD I NG PLAN HIGH POINT H.P. 15�TYP, t5�TrP. (EXCEPT EXCEPT FINISHED GRADE F.G. 5' B 5' s' B w C 5'ORE C MIN N➢TE)) MIN MIN NOTEID MIN PHASE 2 LOTS 1 WI FINISHED SURFACE F.S. 57 � VIA RAMI � PAUBA TOP OF SLOPE T.S. z FAD z z PAD X X: z IN CITY OF T FFa a GARAGE FLOOR GF 0000,0 pM�IAC� STATE OE CALIFORNIA S o WATER SERVICE �,�/ MAD Q � SEWER SERVICE S ? a o* z w oil, � � � � AMkX Ffy9 AIR RELEASE VALVE Rry `9y FIRE HYDRANT ` Y 4�^ PM MCD TYPICAL SIDE YARD j�q 01 DRIVEWAY DRAINAGE � DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE STREET LIGHT CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. HWY, 79 SLOPE II SHEET 6 TO SAN DIEGO 3' PVC 12' MIN, ABOVE PAD ELEV, 5 MIDI. 5 MIN PROJECT SITE VICINITY MAP EXTRA DEPTH FD❑TING 6' MIN, � /L � 6' MIN, � 3' MIN, 1' 1' 3' MIN, RETAINING WALL MUDSILL MIN. MIN, MUDSILL c�� `'' r 3°{'` NET TO SCALE ROUND OFF TOP GRADING NOTES INDICATES AMOUNT OF XX LF P/L _ EVA A � 24182 3 1 16 EXTRA DEPTH F❑❑TING .4 DF 5, ;a. ��" 1, ALL GRADING SHALL CONFORM TO THE 1994 UNIF❑RM BUILDING CODE, MIN, ''• �%•- CHAPTER ACCESS RAMPrM 12' MIN, 12' MIN. SHEET 2 SH ER 33, AS AMENDED BY ORDINANCE 93-04, 3 2, MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. 55 2% MIN, 211 MAX. 6' TYP, 2% MIN, 1 DRAINAGE SWALES SHALL BE A MINIMUM ❑F 0,2' DEEP AND SHALL LOT NUMBER ❑ BE INDICATES MODEL 403o SECTION -- 21`/. MAX, MIN. 21% MAX, CAS q pR CONSTRUCTED A MINIMUM ❑F 2' FR❑M TOPS ❑F CUT ❑R FILL SLDPES. A A FOR REAR YARD SLOPES GREATER SECTION B i B '5 a ' - 3. MAXIMUM CUT ❑R FILL SLOPES = 211, FINISH FLOOR ELEVATION FF 1098.2 T 8 � HAN 5 IN VERTICAL HEIGHT 10 4, PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL PAD ELEVATI❑N PE 1097.5 03 �0 ` � '1fl8 � �8: FILL SLOPES OVER 5' HIGH, DELU A WAY w 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISI❑N OF A COMPETENT 5 MIN P/L ' 42" 43 . 1' 16' 6I SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS WATER BLOW—OFF 3' MIN, 1' 0 GAB ^+ D IVf ". , ►� - ROVAT T OVER 1' DEEP, S REET THIS LOT REQUIRES A BACKWATER VALVE MUDSILL MIN, 6' MIN, PER SECT, 409 OF U.P.C. PER APPROVED 6 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA WATER AND SEWER PLANS, C SEE INDEX MAP ) 7 ;;7 4 71 70' 9 8 8� 4 . ENGINEERING DEPARTMENT WRITTEN CERTIFICATI❑N OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO _ ISSUANCE OF THE BUILDING PERMIT, CERTIFICATION SHALL BE TO LINE, INDICATES NONSTANDARD GARAGE GRADE, ELEVATI❑N AND LOCATION OF CUT / FILL SLOPES, 12 MIN, '; r�'�f�'%. FLOOR ELEVATI❑N — SEE PLANS 2=1 MAX, 7, PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG 6" MIN. TOP OF CUT SLOPES, 2/. MIN, 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR AL F 21% MAX, - L ILLS GREATER THAN SECTION C �""` C ONE FOOT. INDEX M 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATI❑N AND LETTER OF UPDATE BY: SCALE: 1' = 200' CONVERSE CONSULTING PROJECT NO, 96-81-420-01 DATED APRIL 26, 1996. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATI❑N DESIGN RECOM— LOTS INCLUDED MENDATI❑NS AND CERTIFICATI❑N THAT GRADING HAS BEEN DONE IN CONFORM— ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY S❑ILS REPORT, 38' 40' 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 40 DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE SEE ST. IMP.PLANS FOR REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTI❑N, THIS INSPEC— IMP. WITHIN R W TI❑N MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 10' R/W EACH L❑T, 3821 4010 4030 6 4 INSTALL CLEANOUT ® R/W 11, CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SIDEWALK SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE INVERT OF PIPE 1/2 4" PVC (SCH 40) SECTI❑N 17.06 PRI❑R TO THE APPROVAL OF FINAL INSPECTION, ABOVE GUTTER FLOW LINE 12, DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS, --- 13, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT -- r�----- LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET, 4"x 4"x 3" PVC TEE 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING CURB GUTTER 3" PVC SCH 40 PAD ELEVATIONS. WHERE SPECIFIC ELEVATI❑NS ARE REQUIRED, THE ELEVA— TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVA— TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL CURB OUTLET DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN, E TYPICAL OVERALL FOOTPRINT DIMENSIONS 0. CONNECTION DETA I 15, EROSION CONTROL, ALL GRADED SL❑PES SHALL BE PLANTED WITH ROSEA ICE L PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER, SLOPES OVER Pi ' SCALES 1'=20' PER CITY OF TEMECULA STD. DWG. NO. 303 15' IN VERTICAL HEIGHT, IN ADDITI❑N TO GROUND COVER, SHALL BE PLAN— (ENCROACHMENT PERMIT REQUIRED) TED WITH APPROVED TREES, SHRUBS, OR COMBINATI❑N THEREOF. SHRUBS SHALL BE PLANTED AT 10 ON CENTERS, TREES, 20 ON CENTER, COMBINA— TIONS, 15' ON CENTERS, SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER o CONSTRUCTION NOTES & QUANTITY ESTIMATE U,B,C, CHAPTER 10,R, ITEM 16, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR NO. QUANTITY UNIT TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. N Underground Service Alert BENCH MARK � LOT GRADING (80 LOTS x 15 C,Y,/LOT) 1,200 C.Y. 0 rLAMNIM■ ■ Dt.l■M ■ CONSTRUCTION 17, APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR— RECTION OF ERRORS OR OMISSI❑NS DISCOVERED DURING C❑NSTRUCTI❑N, UPON N avees�tom,eurrE neo 2 1/2' BRASS DISC IN CONC, CYLINDER LOCATED FROM THE II4TERSECTION � FRONT ST. IMMKXLA OWNER/DEVELOPER REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED a CALL TOLL FREE CONSULTING •o�:era,�c�e • Fera�a . rw„�,,igaF�o�, AND RANCHO CALIFORNIA ROAD, 1.8 MILES NE ON RANCHO CALIFORNIA ROAD T❑ THE CITY ENGINEER FOR REVIEW AND APPROVAL, _ TO THE INTERSECTION OF RANCID CALIFORNIA ROAD AND MARGARITA RIIAD,IN THE N.W. MONTEREY WOODSIDE, INC. a 'I—BOO-422-4133 A CALIFORNIA CORPORATION � CORNER OF THE INTERSECTION I' E. OF A 7' CHAINLIW FENCE, 21' x 16' n AROUND SO, CALIF. GAS VALVES, 40' N. OF P.P. (NOP 94' N. OF THE CENTERLPF 23121 ANTONIO PARKWAY LD01 ,-050GR 20 Uj IF RANCHO CALIFORNIA ROAD, FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT, RANCHO SUITE ISANTA MARGARITA, LDOO-221GR z Two WORKING DAYS BEFORE YOU DIG AD1 DATE: 9-13-82 ELEV. 1128.410 CA. 92688 LD00- 165GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE 0ROFESSIO., DESIGNED BY DRAWN BY CHECKED BY 11/00 CW �REVISE LOTS 61 8c 62 CHANGE �p �` A j '�! EWS EWS MT RECOMMENDED BY: DATE: / DEPARTMENT OF PUBLIC WORKS 3 CITY OF TEMECULA awing No, c: Contractor PRODUCT TYPE HORIZONTAL 0 Plans P epa d Under The Supervision Of 2/01 CW REVISE LOTS 82,84,93,96,97 � { ACCEPTED BY: DATE: 1 y TRACT NO . 2 418 2—3 SEE ABOVE AS SHOWN W No. 43090 O Inspector o 4` Z 6( DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER P 99 k 104 � �P• �3�-0� � -Date: .1'A'!.Y .i'A'!.1 VERTICAL �' M I CHA L A. LMAN RONALD J. PARKS A,. _�;r:;.,:�:. PRECISE GRADING PLAN P �� c1 r�` •� PHASE 2 LOTS — Date Completed eted r oma~ � � 1 5-23 57 N/A F 0r C N��E R.C.E. No. 4 090 Exp i res 3-31-04 R R.C.E. No. 19744 Expires 9-30-01 f�fioeg a T I TLE SHEET SHEET 1 OF 6 Construction Notes SEE SHEET 3 I Q 12"02" BROOKS BOX OR EQUIVALENT � - I _ L-6 1 .0% .7't 93.00 50.64' 2 4" PVC SCH 40 DRAINAGE PIPEti GB87.5 i865 10' " , FG FG �► p3 3 PVC SCH 40 DRAINAGE PIPE I 2% h• 74 MIN _ 2••�6 �4 CURB OUTLET COIMCT I ON PER DETAIL SHEET 1 I I S 17.3' 21 I g � 1.o% � HP ,w '��• ' '9.26 � I 1 � n 1 .0% 11 73.24 I F 1088.2 g N 116' DWY I � GF 1067.7 PE 1087.5 �NiP 'r 6�J 1.OZ `�•96 ;5'1' I I S • S _� 87. 87.5 8. �k 1,of I W T& 2 FG FG a�J 85.3 8fi 3 0 19.0 C I� - 1 .0% -- in 93.00' 4 N 84 S I �� FG FG •6 8 cv �3' - --- .64 TW 4030 84.8 �-hP 4,30 TF S I I S ' � 1-OX �n 33't 1 F _ H � G 8� _ 31 E I 4 r •0$' E 0 85.6 86.4 86.5 FF 1086.0 f010 f- •8 �' 2 . I 1 4 FL-GB FG 0.1' 9F FG 1085.3 85.3 G / $4 1 I 3.24 S GF 1096.7 75 . 14 ( 16 DWY I 84 11 -9X ❑ 10 LF 11 F 108 o - kl 4010 M 84.4 pE 5.5 5 �- +e 1• ,�► N 24.6p I I S 16.33 86. t 0.3 DF -� 1 N o 2 . 1 $ FL 8 _ I $ 1 4911, G''� 31• 0' ' Ir_1 FF 1086.2 58 FG f i 10 LF f! $ FG® 83G 1 •g PE 1086.5 10' 2 GF 1085.5 0. 1' qr. �' 382 FG •3 2 ; 1 42.21 60 � 86.5 22 tote, •$ o .* -, 5.6 I �__ _ 1 ' FG 86.5 86.5 55.03 84.2 a4• F •T GF, F 1 �•-. � a� � - 2 � L__ ,r E G8 w F/1 1 OSJ� ~ ~ ~ �� : 1 4- - w Iwo FG FG 0 per v.0 0 83.8 w �► _ - _ I 0 GB__-- __ 1 .OX 7) 93.00 r �\ •94. 3,g 5' 1084.3 •3 / r- FG 5 `� 1 aN, �'•� 0% E ' n w �C I �rC '�0? 1 .0% ��� ` • G. 1' FG •8 � ° N _ 1 .0X �;? 1 .0% ^ I- - --- - -- r- '- 84.7 of 7' 10 �G O 1 OZ °f o bt z % cg f+ I �--� I E-GB 85.5 ,S•�$ F ,_ a, �. •� FG 3.5 j -- 8.* .- cv ca �t ? 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R/W fi T P i C� �° N PI I S 4 21 .2' o 40.12' 1 .44' 30.00' ( 1 16.OS � - �. 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GB 83.0 N FG FG z F 1084.1 5. 2 I I 1[GB FG -GB --- 0 N a o 1083.4 2 Ii GF 1083.7 I ; GF 1084.2 vs 1 . 82 82.9 I L I I 1 O . � -4 FIG � r 1 * .7 •4 TG � FG I � i FG i o 83.8 � r FG FG 5 $ 73 IE 4010 20 LF 1 20 LF 83• off• `�? HP 0 5.54 FL 1 rL �* o ? o _,....J I 0.2 DF 0.2' DF 6 10•�'t � •SCC' �,5, E $k 52.0 ,n - T_ � FF 1083.6 g W o 1 80 84.0 ��"� CL w .9 .9 ,,� I FG ,Ca ti 83.2 FG PE 1082.9 FG ao I 1 O Cn -� 11 be Z 4010 p 20 �'1 q�`'�C 0�1' N 00O CN 2 I I �I FF 1084.7 1 r 8 .7 --- 1• 30 I Sol .� 83.� FF 1084.2 ¢ 84.0 PE 1084.0 ��' � FG PE 1083.5 FG 5• FG FG N left 0' 20' 20' 1 Z Z * ---- 14 40 1-0% e�•'1' _ �.�'`'.3 I I _L.P N � � a I °D FL �' N 3 n 20 0 20 40 60 I �`•�c .97' •'� 101 .02 o 2 - N 0 SUBDIVISION BOUNDARY GRAPHIC SCALE I N Q Under round Service Alert BENCH MARK PLANNING ■ 060I6N ■ CONBTRUCTION o COUNTY OF RIVERSIDE BA NO, T-29-81 �1m�am/pp 2 112' BRASS DISC IN CONC, CYLINDER LOCATED FROM THE INTERSECTION OF FOT ST. OWI R/DEVELOPER v w CALL TOLL FREE C O N S V LTI N[3 �a:�note ■ FAX �. AND RANCHO CALIFORNIA ROAD, 1,8 MILES N,1, ON RANCHO CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.V. MONTEREY WOODS I DE INC. i 1-$00-422-4133 CORNER OF THE INTERSECTION 1' E. OF A 1' CHAINLIW FENCE 21' x 16' A CALIFORNIA CORPORATION z 23121 ANTONIO PARKWAY 0 AROUND SO, CALIF, GAS VALVES, 40' N. OF P.P. (NOP 94' N. IF THE CENTERLINE Q OF RANCHO CALIFORNIA ROAD, FIBERGLASS WITNESS POST SET 1' V. of MONUMENT. SUITE 120 Q LD01 -050GR RANCHO SANTA MARGARITA, Two WORKING DAYS BEFORE YOU DIG ADJ, DATE: 9-13-82 ELEV. 1128,410 C A. 92688 LDOO- 165GR w CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE 0VESS10 DESIGNED BY DRAWN BY CHECKED BY Drawing No. 51 Q A• � EWS EWS MT RECOMMENDED BY: DATE: / CITY OF T DEPARTMENT OF PUBLIC WORKS 2-01 CW REVISE LOTS 82 � 84 ���0 � j`l �y o Contractor HORIZONTAL �, f PI ns Pr red Under The Supervision Of 0 EE ABOVE , s 43090 ACCEPTED BY: DATE: /_ �� TRACT N 0 . 24182-3 LO S AS SHOWN a ,o Z DEPUTY DIR. OF PUBLIC WORKS FOR CITY ENGINEER 2 Inspector Exp. 3-31-04 Date: PRECISE GRADING PLAN Q � � RONALD J. PARKS ��... �� .A,! .Y 1 A'1.1'A'!A'A' VERTICAL �r' C1 y I, M I CH L A YLMAN .. Date Completed tF �� 3090 3-31-04 1�f..- 1�� PHASE 2 LOTS 74-92 N/A OF' EN� R.C.E. No. Expires R.C.E. 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OF A 7' CHAINLINK FENCE, 21' x 16' A CALIFORNIA CORPORATION GRAPHIC SCALE z UAROUND SO, CALIF, GAS VALVES, 40' N. OF P.P. (NII,#) 94' N, OF THE CENTERLINE 23121 ANTONIO PARKWAY Of OF RANCHO CALIFORNIA ROAD, FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT, SUITE 120 LDOO-221GR RANCHO SANTA MARGARITA, TWO WORKING DAYS BEFORE YOU DIG ADJ, DATE: 9-13-82 ELEV. 1128,410 CA. 92688 LDOO- 165GR .......... CONSTRUCTION RECORD IRATE BY REVISIONS ATE ACC'D BENCH MARK SCALE RO�ESS1p DESIGNED BY DRAWN BY CHECKED BY Drawing No. 11 00 CW REVISE LOTS 61 & 62 CHANGE �o x, 11. �"�� EWS EWS MT RECOMMENDED BY: DATE: ��� C I TY O TEMECULA DEPARTMENT OF PUBL.I C WORKS ollk r Contractor PRODUCT TYPE HORIZONTAL ,�`�� ��� jrl`� �A P I an Pre ed Under The Supervision Of o i y ACCEPTED BY: / DATE: l �� T TRACT NO . 24182-3 O SEE ABOVE AS SHOWN d - 43090 , '. DEPUTY D I R. OF PUBLIC WORKS FOR CITY ENG I NEER Inspector Up. 3-31-04 Date. RONALD J. 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OZ'S• N -- HP o 96.3 .1 HP o 00 FPo 1 50.00' °° 50.00' 50.00' °° 71 .48 I I . 4i INO , 5 Cn Underground Service Alert SHEET g ert BENCH MARK SES _ rLANNINI! ■ DElIf10N ■ CONlITRLJCTION C= COUNTY OF RIVERSIDE BA NO. T-29-81 Uj VM ROAD WN 400 2 112' BRASS DISC IN CONC, CYLINDER LOCATED FROM THE INTERSECTION IF FRONT ST, OWNER/DEVELOPERISMECUL � CALL TOLL FREE CONSULTING •aer AM . FAX �W&72��AF�om AND RANCHO CALIFORNIA ROAD, 1.8 MILES NL ON RANCHO CALIFORNIA ROAD 1-800-422-4133 TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.W. MONTEREY WOODS I DE, INC. CORNER OF THE INTERSECTION 1' E, OFA 7' CHAINLINK FENCE, 21' z 16' A CALIFORNIA CORPORATION z 23121 ANTONIO PARKWAY AROUND SO, CALIF. GAS VALVES, 40' N. OF P.P. (NO,#) 94' N. OF TIIE CENTERLINE SUITE 120 0 OF RANCHO CALIFORNIA ROAD, FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT, RANCHO SANTA MARGARITA, TWO WORKING DAYS BEFORE YOU DIG ADJ, DATE: 9-13-82 ELEV, 1128.410 CA. 92688 LDOO- 165GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE otvEsslo � DESIGNED BY DRAWN BY CHECKED BY Drawing No. i j EWS .ftEWS MT RECOMMENDED BY: DATE: D C I TY O TEMECULA DEPARTMENT OF PUBLIC WORKS A.Contractor HORIZONTAL ,�`�� ��� r��' �'� Plans P epa a Under The Supervision 0 0 SEE ABOVE AS SHOWN w i No. 43090 ACCEPTED BY: DATE: !� e• TRACT N 0 . 24182-3 0 Inspector °� 'd Date: Z b DEPUTY D I R. OF PUBLIC WORKS, FOR CITY ENGINEER NEER 6 �" � � RONALD J. PARKS ``` Q � P• � ISE GRADING PLAN VERTICAL J' ��~� AN .`_ r C1�1� - F Date Completed elf F 4 90 3-31-04 _ 113- 116pF A�\ R.C.E. No. Expires R.C.E. No. 19744 Ex i r es 9-30-01 �frf = iees::N/A c p . . PHASE 2 LOTS 1 , 5 7 , [SHEET6 of 6