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HomeMy WebLinkAboutLot 124-171 Precise GradingIr'•w^vr i. Ll , .. G W� rx 771, • A 1 • „ • - I 1 f GRAD/NC NOTES 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70, A5 AMENDED ' r J r 'E j BY ORDINANCE 457. PROUEC T SI ! 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 19' IF, CUT OR FILL 1S r' 1'4 LESS THAN 10, 27 IF CUT OR FILL IS GREA TER THAN 10' DRAINAGE SWALES SHALL BE A �� „� HAY 79 ANCH� cNG MINIMUM OF 0,2 DEEP AND BE CONSTRUCTED A MINIMUM OF 2 FROM THE TOP OF c.UT OR � NIG ��A R RAN A FILL SLOPES. ' _ �'� r� , i~�. 2.~","?"� ��M�G�'EEULA �G� 3. MAXIMUM CUT AND FILL SLOPES - 2: 1, l S,'LV -�,Q T `'` -Qa 4, PROVIDE 5' WIDE BY I' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. A . o �c �B ° T, 3 / R ��Q S. ALL GRADING SHALL BE•DO.NE UNDER THE SUPER OSION OF A COMPETENT SOILS ENGINEER �, �' � ' 1 /\.�'(��' p,\� Q P40 SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A y es � ria \• FINAL COMPA C TION REPORT FOR ALL FILLS OVER 1 DEEP. 15'lie / vp,1.�-� 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE B ING AND SAFETY DEPARTMENT r' � 212 219 vy V4 ,'m f9s 18' WR/T TEN CER T/FICA TION OF COMPL E TION OF ROUGH GRADIN IN ACCORDANCE WJ TH THE 5° �° � Ro x ��, ,,p ;ys / APPROVED GRADING PLAN PRIOR TO THE ISSUANCE OF THE BUILDING PERMIT. r77 kA� „�, CERTIFICATION SHALL BE TO LINE GRADE, ELEVATION AND LOCATION OF ,; CUT/FILL SLOPES. ,S ,� �,� y - 1r4 y 7. CUT SLOPES EQUAL TO OR GREATER THAN 5 /N VERTICAL HEIGHT AND FILL SLOPES ao- l,9, 7.5 _ EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED Wl TH CRASS OR 206 7 !712 AF� +, rE ,�� �20420� Z°T , Zan f72"� "�° ' �� GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH zr ua ORDINANCE 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. -3A as 'si 8. THE CONTRACTOR SHALL NOTIFY THE BUILDING AND SAFETY DEPARTMENT, 27405 YNEZ s ,� ,� , • s� � 51 „y � � � 07 � �+ �r � �� VMAPWONITY ROAD, RANCHO CALIFORNIA. TELEPHONE (714) E 7E--7730, A T LEAST 24 HOURS /N ADVANCE 40 64 $ti _ so "� z � 62 �' *0w �� Nor To SCALE E REQUESTING LOT GRADE AND DRA INA GE INSPECTION. TIMI S INSPECTION MUST BE APPROVED 112elVf PRIOR TO BUILDING PERMIT FINAL INSPECTION FDR EACH L J T r 5.7 �Yr �, -- 9. NO FILL SHALL BE PL A CF.D ON EXI S TING GROUND LIN TIL THE GROUND HAS BEEN CL EA RED -� '`:2� Of- WEEDS DEBRIS, TOPSOIL AND OTHER DELETERIOUS MA TER/ALS, 221 � y� LEGEND x �a � lel s�o � � gra � � rf� �':i.;y10. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 1 V 3 1°' �v PRO,�E"CT BOUNDARY . + FOOT, - ��*�■*� y 4 + �►4m do I*41wimmovew 11, ALL GRADING SHALL BE DONE IN CONFORMANCE" WITH THE SOILS REPORT BY ,s =" 00000so �� BUILDING FOOTPRINT ' HIGHLAND SOILS DATED MARCH 11, 1988. TWO SETS OF FINAL COMPACTION REPORTS SHALL � !4s ' c �r37 • "� LOT NUMBER BE SUBMITTED TO THE BLDG. AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION ¢s sp `,�► DESIGN RECOMMENDATIONS AND CER TIFICA TION THAT GRADING HAS BEEN DONE IN BUIL D/NJ3 PLAN TYPE 2CR CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOIL t5 REPORT. ss r �'�- ♦ FINISH FLOOR ELEVA TION (ADD 100D') 12. 1F STEEP SLOP/NG TERRAIN OCCURS UPON WHICH FILL /S TO BE PLACED, IF MUST r r ¢� PAD ELEVATION (ADD 1000') _ P. BE CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOILS FOR FULL SUPPORT• 4i 1 A. PREPARATION SHALL BE APPROVED BY A REGI S TERE•D SDI L S ENGINEER PRIOR TO PLACEMENT sz GARAGE FLOOR ELEVATION (AT FRONT EDGE) G.E. 422.6 OF FILL MA TERIAL. `, si 43 FLOW LINE OF EARTHEN DRAINAGE SWALE �.� -- �--.. 13. DURING ROUGH GRADING �`QA�'ERA SON� AND PRIOR TO C00 SgPU PROVIDED 0 PREVENT .� DRAINAGE S TRUC TURES. TEMPOR P Y D N GE CONTROL SHOULD E 7 R• ?3174 EL EVA TION OF FINISHED GRADE OF EAR THEN SWALE 420.2 ... 41+�1'`'%--,��1��,�1L?, ` - PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 4� 14. DUST SHALL 8E COIVTRpLLED BY WATERING OR OTHER APPROVED METHODS. .7 1 COPPER WATER SERV/CE _ ____--__-� . 15. ALL EXISTING DRAINAGE" COURSES ON THE PROJECT SITE MUST CONTINUE TO INDEX MAP / 4" P. V.C. SEWER L A TERAL -- FUNCTION. ESPECIALLY DURING STORM CONOJ TIONS. PRO TEC T/VE` MEASURES AND TEMPORARY RETAINING WALL HEIGHT 3.g' R.W. DRAINAGE PROVISIONS MUST BE USED TO PRO TEC T ADJOINING PROPERTIES DUFFING GRADING OPERA TIONS. MASONRY RETAINING WALL 16. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST SONE AND FIVE TENT,�lS • (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY EXTRA DEPTH FOOTING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VER T1CA L HE/GH T. .� -- HIGH POINT OF EARTHEN SWALE DOUBLE HANDHOL E (3314) m HH 17. A REGISTERED C/OL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT , IS 0.3' BELOW PAD ELEVATION CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, SINGLE HANDHOLE (3312} p HH THE ELEVATION TION WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION ` � MIN. 10 FROM THE BUILDING ( �4, S3`/ TRANSFORMER PAD (3421) 0 WITH RESPECT TO ADJACENT GROUND SURFACE /S REQUIRED, THE ACTUAL DISTANCE ABOVE �. Qy THE ADJACENT GROUND SHALL BE GIVEN. .• , I ,� � TELEPHONE PEDESTAL TP 18, PROVIDE A BROW DITCH DESIGN TO HANDLE 100 YR Q STORM FLOWS ALONG TOP OF 7r CU T SL OPE. BACKFLOW PREVENI'ER. BW 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE t TYPICAL L D T DRAINAGE NPLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN Ir VERTICAHEIGHT, IN ADDI TION TQ THEEGDUND UBS S:SHAL BE BE PLANTED AT 1VS ;taTREES, cHRFHD L 0 T NUMBER 35.00' 35-00' -.-- 35.00' _ ,32.DD' N TEPS,S, TREE.S' 20' ON GEN TERS, COMBINA TIONS 75' ON CEN T_FRS. SL OPE S D VER 4' !,h° VCR TICAL HEIGHT 5NALL HAVE U.P.C. CHAP TER 10.4 ARCHITECTURAL ELEVATION 4 ; i W 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS ! , REVERSE PLAN BUILDING PLAN TYPE 5 7 T--- .- --- �-_ , `� I � THAN 1,12"' PER FOOT FOR A MINIMUM OF 3 FEET. i -i ; ' �-. F.F IS FINISHED FLOOR ! i + '1 ,�1. "NO OBSTRUCTION OF FLOOD PLAINS OR NA TURA WA TER CCS(/RSE.S SHALL BE L _9 -- ---- ELEV=0.5' ABOVE PAD ELEV. I I ! PLAN 2 PLAN 3 i PERMITTED. ,. 3.8R. yl!-- 3 R--- �__ ._ (ADD 1 D40) I �;' r , ; I PLAN 4 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DEL/NEA TED IN THE" FIELD PRIOR TO S1 E'YAI p SETBACK 5'f . I � , PLAN 1 0 COMMENCEMENT OF ANY CONSTRUCTION/GRADING. -�_ D A A �- (D/MENS/ON TO PROPER T YL/NE) - g MINIMUM S=ACKS FROMPROPERTY' LINES DIMENSION _ t L 0 T _ -- o PROPERTY LINE. �. --- OF RIVERSIDE RI-5(�D� ZDN ):EXTRA DEP1H xDo71NG (PERDEP �R�' E i'� � DIMENSION TO RET WALL 4.3 f i L-t----0.2'--&--. INDICA TES EXTRA I ;� DIMENSIDhI CALLED_ 4 . 425.2DEPTH FOO TING ' OUT iN PLAN FRON T YARD: 20' �r P _� SIDE YARD: FX TRA DEP TH' FOO TING DIMENSION G.F. 426.1 G.F. IS ELEVA TION A T INTERIOR. 5' - '----6" PARAPET ®Y •.� _. �� Z 7� _ _ ! I EXTERIOR (STREET SIDE): 10` CAT 5, y�j `-` f I FRONT OF GARAGE. dip rav (TYR)!-., I '►'11 of i1. rC C1 ir" to�9 F c.'.t3 8 permit i11t lir':r ;5 i]e:}"�,,7.%?::Pc►:�of wly�A1ii�IGrl C7i L�P1�/of • � ,� ' L TYPICAL UNIT DIMENSIONS -- l3 �� SPECIAL N07ES-' the prAviel�r� ':na e8 �o r , ,.f N �---- BA CKF O W PRE VEN TER _ , o county laws. T t I 45' (TIV.) ` �' - '�' i - --- of�;,�tne must�'a�kept on tit I ',o �' cn r i � w � � � 1. DRI VE WA Y GRADIENTS: THE MAXIMUM GRADE FOR DRI VEWA Y IS 159: ,� 1 1 COPPER WA TER SERVICE Q � `_J a �j� 2. LOT DRAINAGE: ALL EARTHEN SWALES ON LOT W9LL HAVE AMIN/A�lUM C-i 2 110 SL OPE OF 1.T. • 4" PVC SEWER LATERAL 5.4 - `� a TAI NTH! H T FOR AN EXPLANATION OF THE TYPI CAL L D T 3. SEE DE L 0 S S EE (TYPICAL) �, dl A ':-%: • � 1 • n �,O o � DATA. } I KEEPHOL E ® 24 0.C.- ENSURE Y1�EPHDLES n. 4. BUILDING SETBACKS ARE MEASURED PERPENDICULARL Y OR RADIAL Y ' ... ,• PA 2 _ _....�_ D ELEV FROM PROPERTY LIN _2; ARE L OCA TED ABOVE �t�_ _� � � � i r 5. DRIVEWAY PAVING MA TERIAL S: 4- P.C.C. (MINIMUM) FINISHED GRADE 411 2 � 1 6. RETAINING WALLS ARE SHOWN ON THIS PLAN FOR INFORMATION ONLY A SEPERA TE BUILDING PERMI T IS REQUIRED FOR CONS TRUCTION OF TYPICAL, L DA TA 21.5$' MAX. i L 1 1 1 MAX. I _ _ _ --_12 MIN. ING WALLS . 29' MIN. �• RETAINING I _ NO SCALE iIN _ F.L. OF SWALE--- ---MIN. 5' FROM TOE • OF FOO TING L INE TO FA CE 0 WNER DE VEL OPER REL EA SED FOR o BID . OF THE SLOPE (DEEPEN 1 1/1 : 1 MAX. •---•----'f 21.59' MAX. ,_ DISTRIBURN SCHEDULE FOOTING WHERE REQUIRED 2% MIN. KAUFMAN & BR�,4fl OF SAN DIEGO � C�NSTRUC��� �. ) 12.520 HIGH BLUFF DRIVE, SUITE 120 - - RE'TAlNINO WALL DETAIL ELEVATION PLAN 1 PLAN 2 PLAN 3 PLAN 4 SAN DIEGO, CA. 92130 Z SEC" A-A MEOW SWALE DETAIL► W IM SLOPE NO SCALE � KAUFM.� BROAD DATE � A �', � 4 4 6 1 � NO SCALE NO SCALE LEG� L DESCRIPTION NO LOTS 124 TPRU 171 OF VA/L RANCH •- •. RIVERSIDE •�����°ICS B 3 b 7 0 TRACT MAP Na 23174-6 IN THE COUNTY OF RI VERSID£ _ T 1. RETAINING WALL HEIGHTS SHALL BE DETERMINED By THE CON TRA C TOR ON THE SITE, STATE OF CA LIFORNIA. 4 MARK DESCRIPTION RETAINING WALL HEIGHTS SHOWN ON THE PLANS ARE APPROXIMATE ONLY6 7 D BENCH „r r"; I EL EVA T/ON: 1052.514 DA 7E.- 9-13-82 SI?E GRADING ANCA IMPRDI/EMR'R.. _ __ -- - -- E._..E.. �_ No -2 1.TOTAL (48) 11 ; 16 20 1 R/VERSIDE COUNTY DESIGNATION-TION: T-2-81 STAMPED ON 2 & 1 2" BRASS DISK /N CONCRETE CYLINDER. 3.4 MILES 2. L OCA TION OF WALLS W/TH RESPECT TO SLOPES MA Y B£ MODIFIED AS APPROVED B Y - u ._ _._ THE GRADING SHOWN ON THIS PLANS IS PER COUNTY OF RIMERS/DE �a SOU THEA S TERL Y ON HWY. 79 FROM THE IN TERSEC TION OF MAIN S TREE T AND FRONT `�'TREE T IN TEMECUL A. A T SOIL S ENGINEER. APPROVED GRADING PLANS FOR TRACT 23174-6 �,+�� r SOUTHWEST CORNER OF THE /N IERSECTIDN ON HWY. 79 AND MARGARITA ROAD. 109',SOUTH OF THE STREET CENTER �� �'' j: Call forn ICX Council of Cly'Emfneers & Land Surveyors LINE OF HWY 79 AT THE NOR THEA S T FENCE CORNER OF 6' CHAIN LINK FENCE AROUND WELL SITE. 9' SOUTH AND 2 3. THE WALL S SHOWN ON THIS DRA W1 NG ARE FOR GENERAL /NFORMA TION ONL Y, THE THE IMPROVEMENTS TS SHOWN ON THESE PLANS ,3 £ PER COUNTY OF RIVERSIDE UNAIJ THOR12E`D CHANGES & U, ES- The engineer preparing these plains will not be responsible for, EAST OF NOR THEA ST FENCE CORNER. SET FIBERGLASS WITNESS POST 1' SOUTH OF 14ONUMEN T. CON TRA C TOR SHALL CONS TRUC T WALLS ACCORDING TO CURRENT REGIONAL STANDARDS. APPROVED IMPROVEMENT PLANS FOR TRACT 23174-�6 1 or liable for, unauthorized changes to or uses of these pions. All changes to the plans must be in writing and must be approved by the preporer of these plans. REVISIONS: APPROVED BY: TRACT NO. �3174-6 y p COUNTY OE RIVERSIDE , Construction contractor o reel that in accordance with enerall ecce ted construction procitces,,construction Contractor will be required to assume sole and complete responsibility for ENTRANCO ENGINEERS, INC. �AT�: �� �� REGISTERED CIVIL EN EER Np d jab site conditions dura the course of construction of the proj0ct, including sofet of all person `7 REGISTRATION EXPIRES Precise Grading Plans for: and property, that this requirement shad/ be mode to apps continuous/ and not be limited to ENGINEERS ENVIRONMENTAL SCIENTISTS PLANNERS APPROVED BY: � BENCH MARK: OF 3 SHEETS � r y y SCALE:A�.E. B E c VAIL RANCH PHASE 2 �. • normal working hours, and construction contractor further ogrees to defend, indemnify and hold ' design professional harmless from cmy and oJl liability, real or alleged 600 S4. I►NDKASEN DRIVE, SUITE A (619) 746-2326 in connection with the LOTS 124 TO 171 performance of work In the project, excepting hab�7it arising from the sole n I ence of design EsCONDIDO, CALIFORNIA 92029 FAX (619) 746-4935 RIVERSIDE COUNTY CALF. F!l_E NO. ` P P je ep g y 9 e�9 9 I FQR ROAD COMMISSIONER , SEE ABD W.O. F0 F.B. professional. DATE: - DATE e 0 6 1992 RODNEY STOKES CO -. + -• . -. '.• !✓ 9 .. .�, r' .�. e pI eft a ., WFAW .r.,. . ry G 1. y. n. ! ,. a, ^ .1 . - i f I 1J • �•j .� _ j ! . • .. , y \ \ i .lr -1 J • r� ..0'' �� \ 1 \ 1' r `) -r � / \ \ '' .i ,. fes~ 1 , , 11.I . I I . . I . � ... ... .� "., '... ".." . .I...., .., .. -,. \ � �\ .".....'..... . . �: , ,I I .", . I . . . I "I - ,.,. ".� "_� ....... . q, , I . ....... ­ ".."If �\ 1. I'D\. 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L, 11 KAUFMAN AND BROAD DATE: 7"`-3044 REGISTRATION EXPIRES Precise Grading F'ipn5 far: .. 1 �F SAN DIEGO 1 �P�Rc�vEo aY: scA��: BENCH MARK VAIL RAIV�M pMA� h ��'....� .�.�+���fi� . �� ENTRANCU ENGINEERS, INS. 12520 HIGH BLUFF D R t VE, SUITE 2 O ENGINEERS EN VlRpNtiIEN 1AL SC!£N T/STs PL Annv£WS RIVERSIDE COUNTY, CALF". LOTS 3 TO 1 R . }� NO. - �.�..,,.......,..�.r..�....... - , I SAN DIEGO, CALIFORNIA 92134 600 SO. ANDREASEN DRIVE, SUITE A 619) 746-2326 f FOR ROAD COMMISSIONER W.U. FOR: F.a. w, L,, w DATE: - - DATE 1 ­47 1 1 ESCONDIDO, CALIFORNIA 92029 FAX 619) 746-4935 - PRIM i F-D .t f • . NOV Z 4 1992 L . . . . - 41, . . . , ...,..........-. .. w 'r A u-� r r r t ? �•... A y •1 !:..... 1 �� �• r ......... .,.. .. ; ' •• •, � -• � j�....( ; j .r`tib/ ti ',';i ,� � � ,,r• ••t �' �! + 7 � t{.!, r it ......w, ... 1 � � f ( � j � J � / ✓ �/ � �'• - ••. r �'. 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K.. ..,... -...... ... i �� _-��y�_�_ _ _ _ _----_.\,�-� \ ,� S0� /' f r(, �� l°`12a 5 ' * • C P`1 ` 3 !.';aj.... .... .� .... ... ...... .. -� _�;, -.__., _ + ' ! ; ., �- • �� - ro l o FF 122 1 - ,• , 120.2E,2 5 12lit N4 12INV n "0'0111111111111 dw ' - ' ���4wwNrwwl■� 40 40 r wr S), - \..� i M t �r...�• '.ammu.w 15.30' _ r , ''"'�+► OUNTY OF RIVERSIDE DEI ARTlAENT OF j & SAFETY -- APP...;e .•. , , ,.�l � ti• / DxrE ' :;0° of n l t':�_> 6`va ls'z Approve not be construed to be �,� 0 22 • a permit for,or an appsi,.ti•w of any violation of any of 10-95 � - the provision,cf the sty o or county laws. This set - ; • of plans mustbe kept on the job unk-il completion. c11/li '►�` SOF ' •` REL EASED FOR o BID CONS MUCTioN --- - - - DATE ._ . . AUFMAN BROAD v - OWNER / DEVELOPER REVISIONS: f APPROVED BY: - /00� TRACT NO. 23174-6 KAUFMAN AND BROAD REGISTERED CIVIL EN NEER NO. COUNTY OF RIVERSIDE iA OF SAN DIEGO DATE:Z.-1p.f? REGISTRATION EXPIRESL� Precise Grading Plans for: - 3 t ' ANCO ENGINEERS, INC. APPROVED BY. SCALE: BENCH MARK: VAIL RANCH PHASE II• OF 3 SHEETS _12520 HIGH BLUFF DRIVE, SUITE. 124 • ENGINEERS £NVl'RONA,I£NTA,L SG£NTISTS PLANNERS ` � LOTS 124 TO 137, 162 TO 171 ' • '� • . ., SAN DIEGO, CALIFORNIA 92130 . soo �. ANDREA�EN DRIVE, SUITE A 6,9) 746--2� 6 CALF. �. `` RIVERSIDE COUNTY, ESCONDIDO, CALIFORNIA 92029 FAX 519) 746-495 DATE: FOR ROAD COMMISSIONER FILE NQ. r DATE W,0. FOR: F.B. DATE PRINTM) NOV••'a.• l • ' �� ry . J y Y r r O 6 1992 J ISE OK S 0 1