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HomeMy WebLinkAboutLot 22-32, 46-51 Precise Grading GENERAL GRADING NOTES IN THE CITY OF TEMECULA WORK TO BE DONE 1 . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE. APPENDIX THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. PRECISE GRADING PLANS ACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE TRACT N 28482 3LOTSTANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED & BOOK"). A MINIMUM OF 2 FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT AND - CYPRESS POINT PHASE 5 PRIVATE ENGINEER'S NOTE TO CONTRACTOR FILL SLOPE 2.1 . 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO FILL SLOPES OVER 5' HIGH. THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE "7 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT � PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH qQ REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF PLACED AND WHO SHALL SUBMIT A FINAL COMPACTIDN REPORT FDR ALL �/� o CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION FILLS OVER 1 DEEP. J` SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE .�<c�` ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF TEMECULA q/Q `' WAY WITH SAID REGULATIONS AND ORDERS. ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR L` �4�� CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO �` S�' F COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITINS �R N04 29-482 q� IT quo COURSE OF CONSTRUCTION OF THIS PROJECT, I NCLUD I NGUSAFETYH RING LINE, GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. OF � T 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR Q STORM FLOWS9 z v F ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLYCONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND ALONG TDP OF CUT SLOPES. r� G THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL � LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE THAN ONE FOOT. CALIFORNIA PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 100 101 -� RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON & ASSOC. DATED 10 2 req THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND JANUARY 309 1998 AND AS GRADED REPORT OF ROUGH GRADING 99 RANC '�r�. UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY DATED SEPTEMBER 7, 2000. TWO SETS OF THE FINAL COMPACTION HICH 9$ 10 3 9 A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER REPSHAORTSHALL INCLUDEBFOUNDATIDNDTO DESIGNEENGINEERING RECDMMENDATIONSPANDMENT CERTwFICATIDN �DL,� COURSE � 15 � ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS9 7 1O 4 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT OF THE PRELIMINARY SOILS REPORT. 7R N� a 233-71 - 15g6 105 27 TEMECULA ALUWUTILITY ANDTIRRIGATIONACTOR LCOMPANIESL BE OPRIORETOOWORKTORYING N.T.S.2 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 95 106 EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE 4 3 � 1 AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY � INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 94 �O 35 VICINITY MAP DAMAGE OR PROTECTION TO THESE LINES. PERMIT FINAL INSPECTION FOR EACH LOT. 93 p 0) 2 O PHONE: (909) 694-6411 92 51 3 SITE LEGEND 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 91 7 7 4 4 5 SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE 43 TOP OF WALL ................................................................................. TW PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 90 78 53 2 21 TOP OF FOOTING ............................................................................ TF EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 8 9 4 2 5 5 5 2 0 m SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 79 41 58 5 a TOP OF CURB ELEVATION --------------------"---"-..........--"--------- _______ TC 88 $0 19 D PAD ELEVATION PE 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS -""""""""" - "�"�"""" BEEN CLEARED OF WEEDS, DEBRIS. TOPSOIL. AND OTHER DELETERIOUS 7 81 40 59 18 FINISHED FLOOR ELEVATION ............................................................... S 37 38 ------------------------------------------------- FF MATERIAL. 86 39 6 66 17 FINISHED GRADE ELEVATION ---------------------------------------- ---------------------- FG 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, 85 82 60 6 3 -O HIGH POINT ___________________________________ THE TERRAIN MUST BE CLEARED. KEYED, AND BENCHED INTO FIRM NATURAL 83 61 67 16 )> TOP SLOPE ___"_______________________ TS SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 84 $ 15 w 6 REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 111 110 70 69 71� FLOW LINE ........................................................................."-"---_.... FL 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PARK SITE 72 71 14 TOP OF GRATE ELEVATION __________________""..................................._--------- TG PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD 76 GARAGE FINISH FLOOR ELEVATION ......___"___________________________________________"_ GF BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT 75 13 PROPERTIES. ; 74 11 12 EXISTING ELEVATION .--- _-_- ----------------------------------------- (9/70) 73 9 10 r FIRE HYDRANT LOCATION ...................................... 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 6 7 8Pool W4 16. ALL EXISTING DRAINAGE COURSES , 1 2 3 4 � � STREET LIGHT ____"___________________ E ON THE PROJECT SITE MUST CONTINUE TO / FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES DIRECTION OF DRAINAGE FLOW .............______________________________. ... AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT RETAINING WALL (BY SEPARATE PERMIT) ............................... ADJOINING PROPERTIES DURING GRADING OPERATIONS. � 'f � �^"' INDEX MAP APPROXIMATE LOCATION OF ELECTRIC METER ......................................... D 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- � SCALE: 1'=204' SEWER LATERAL LOCATION ................................................................ TENTHS ( 1 -5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN _ WATER LATERAL AND WATER METER LOCATION VERTICAL HEIGHT. ELECTRICAL TRANSFORMER ----------------------------------------------------------------- 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING o PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE i o POWER LINE AND HANDHOLES .............................................................. Q ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN z W a = TELEPHONE SERVICE __________________ ❑ ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE = w = ~ ~ O GRATE ❑ ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. n LOT � 0 ........................................................................................... 19. EROSION CONTROL: w LINE 3' MIN. w vo ------------------------------------------------------------------------------------ U � AIR VALVE. � �� ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA a C3 5' MIN. w z ICE PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. w ? V)w TELEVISION PLATFORM ..................................... SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, c) z o �' z w SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION w o 0 3' MIN. 1' a``o BACKWATER VALVE g THEREOF. SHRUBS SHALL BE PLANTED AT 10 ON CENTERS, TREES. 20 ON 2yw MIN. AIR CONDITIONER LOCATION -------"-"-"-"................"-------.............-_______.... CENTER: COMB I NAT I ONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL 21y. MAX• GRADING HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW 2/• MIN• D NG TOLERANCE NOTE PREVENTION DEVICES PER U.P.C. , CHAPTER 10.R. M,q GRADING SHALL BE DONE WITH A TOLERANCE OF 0. I ' OF THE GRADES AND X" GRADED ELEVATIONS SHOWN ON THESE PLANS D 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT AN ALL SLOPES SHALL BE LESS THAN 1/4 PER FOOT FOR A MINIMUM OF 3 FEET. GRADED 6'MIN.� LOT FG. CONSTRUCTED WITHIN 0. St OF THE LOCATION SHOWN ON THESE PLANS. LOT FG. IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE RESPONSIBILITY of PROVIDING A FINISH SURFACE THAT WILL NOT POND. PERMITTED. rA 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD NOT TO SCALE INDICATES LOT NUMBER ESTIMATED EARTHWORK QUANTITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 3 INDICATES PAD ELEVATION Z NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT REL I EVEPE-1199.0 PE=1199.0 PE=1199.0 INDICATES FINISH FLOOR ELEVATION PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE PLFN _ FF=1199.7 FF=1199.7 INDICATES BUILDING TYPE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. BACK OF SDWLK FF-1199.7 2 3 NO. LOTS CY/LOT TOTAL UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY 1 SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. FG 17 15 255 TC PLAN PER PLAN w �� � �-1199.0 GF-1199.0 GF=1199.0 INDICATES GARAGE FLOOR ELEVATION ._ HP a CURB L w / o i NU Ln F 10' (TYP) "' c ui PER LAN 12.0% MIN .- MAX / ---_ . ER PLAN F PER PLAN ? ER LAN TC �_�• 5' MIN. 3' MIN. 1/ MIN. �� LAN CURB & GUTTER FG DIG ALERT PER PLAN - -- __ ____ __ _ ____ ____ TM F LAN DEEPENED FOOTING AS REQUIRED. CALL Q - BEFORE UTILITY SERVICE POINT LD 01-093 GR YOU DIG! TYPICAL LOT GRADING DETAIL 1-800-227--2600 RICK]ENGINEERING COMPANY UNDERGROUND SERVICE ALERT NOT TO SCALE Ca II at least 2 working days prior to excavating. 7m SanDiep iuvemd° oris F% �oTucom 1223 university Am,Ste.240•Rivride,CA 92507-8418•(908)782-0707•FAX (09)782-om•wrwrwrxk km*.Cm DATE BY REVISIONS DATE ACC'D BENCHMARK. SEAL: Designed by Drawn by Checked by Drawin No. CONSTRUCTION RECORD SCALE �ESSJ 'Y g COUNTY OF RIVERSIDE B.M.T-29-81 p. ST EHP EHP EMR RECOMMENDED BY: DATE: 7 3D O CITY 0 F T E M E C U A DEPARTMENT OF PUBLIC WORKS 2-1/2"BRASS DISK IN CONCRETE CYLINDER, Horizontal 4' Contractor IN THE N.W.CORNER OF THE INTERSECTION �= Plans Prepared Under Supervision 0f OF RANCHO CALIFORNIA RD.WITH MARGARITA No.C033591 ACCEPTED BY: . 7Z.1� Or Inspector RD. 1.0'EAST OFA 7.0'C.L.FENCE,40' 1"=200*' Exp. 6-30-02 �/ RONALD J. PARKS DATE. PRECISE GRADING PLANS p NORTH OF P.P.(NO NUMBER),94 NORTH -�' - - Date 7 �4 f OF THE CENTER LINE OF RANCHO CALIFORNIA Vertical ROBERT A. STOCKTON DEPUTY DIRECTOR OF PUBLIC WORKS TRACT N0. 2$482-3 LOT NOS. 22-32 & 46-51 RD. SET FIBERGLASS WITNESS POST 1.0' Date Cmp It'd WEST OF MONUMENT. Q,c. �F�� C033591 6-30-02 � ELEVATIONg 1128.410 (ADJ.9-13-82) N/A CAS R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 t CYPRESS POINT PHASE 5 sheet 1 of 3 1 G.-\d-13212\212pgd 159.dgn PLOT DATE: 16-JUL-2001 JN 13212 SEE SHEET NO. 3 0 1 fyf I L, Y O �� w '�' oa �'1 p r 11 � .-I 1256.2 4- oo C NAFS L-88.86 '°' a FG w EXIST ~'f - C � R_w,4 L o cn 199589 L 1 �� z m w ip,, 9 co Am cf-0 b1262.21 TC `° z 7 - �. .� 1256.61 TC CURB GUTTER 1260.13 TC - - oJ_ 1Z cn ­4 `", _ 2 _ 3.9p av - 1262.4 FG `~% _ 0) C4 III C) ^' II MONTEREY PLACE I ��e. •8s *rBW1 ' N 750.89 CDci 12 �� � v �- 20 - - ` 1261.5 '< 52.59 tea= 4 -- , RIM EL y r0 - tr; S \ -S 1261.56 TC + vo � I o � I r, Z� 64� p �- + 1257.36 T to ` _ 19.96" ` r N c 125 .99 ITC o � I + I I �6, 6� FG �� �_ N v C RB & GUTTER . A .v �� •/,� 62.5 29'00" U ,1259.99 TC I �, ` p :'. .� .� s FL . . . r + cc J' _ L=q9 ` • • � � � I v w 1261.07 C �.��� � •9� - - I �► o- �RAG � N04 28422 -5 U, .68 •ti ra R/W V L=33 c� .c / 63.2 ;n w to to w =20,q `'' ► `t� 54.7 �; `` ao q �; w w N v 6 30. GF=1264.0 FL FL N � �, � rn N o J , 72 ..5�,0 o / Ln \ N BW o i`no n N 'r' to cn \. 62.7 1 CF. so if ` BW w w L=32.00' Q+ �* FL i - 25,3.9 � o rn N ` - 7 - - . T o, 6, PE- 264.0 F�2• 55.1 57.4 N N 1 a, �, l a' .� �,► FF=1264.7 5.0' r- CO o )-� �. �,� s a� 0 fi,s9 `'1 1 0.5' DEEPEN GF=1256.2 1 57.4 GF=1258.5 � 59.7 t 0 A 62.1 r i° 'O 11 FOOTING JI /1 _F L / FL ' 61.5 ++ ': FL hok \ 63.7 289 2 A 63.3 p FF=1253.9 �l l � � 59.9 GF=1260.9 FL , + 61.9 \ FL ' HP 31259.6 5.5� 22 ct� 6 2' FL GF=1262.7 + FL ` AR 1 5.151 PE=1256.2 w5.6' 5.0' i - - 53. FF 1256.9 w 1 23 GF=1263.4 1 3 i �v 1 1 PE=1258.5 5.0 i 6 2AR 1 FF=1259.2 i ' 6+� �� 53.6 5.0' 1 i 24 + / 55.4 1 57.8 3BR 58 0 1 PE=1260.9 61.6 25 ` 26 � HP FL 55.7 1, FF=1261.6 w _ '�° FL cv FL FL A 3CR Q� FL PE=1263.4 ti '� 0 60.3 60.3 T PE=1262.7 + FF=1264.1 ;, 53 ""` 58.2 FL FL °C i FF=1263.4 62.1 r,� iC 62.8 •9 56.2 '-• 55.9 ` 3AR FL "� FL FG HP HP- � + LO �• � 60.6 �r w FO 1 62.6 � 58.2 , N _ - ..L � �� L + FL 56.2 cr: + 64.0 FG FG h.. _ N - 62.4 - ' 63.1 $3. 63.4111 FG 58.5 � FIG \ a 60.9 HP a FG HP 17 60.9 N ,�-_ . ... . _. .:• _. _ w .. Y ,.. _ . „w - ... ... 50.63 F" 1 62.7 EXIST PROJE WALL FG .5 62.7 63.4 N 25.25' . ..,. y. ... 70 0' FG 124.18' .. .... _. .... ...... MEADOWS PARKWAY DIG ALERT TM O CALL CAUTION: LD 01-093 GR BEFORE YOU DIG! EXACT LOCATION OF EXISTING SCALE: I`= 20' RICK]ENGINEERING COMPANY 1-800-227-2600 UNDERGROUND FACILITIES IS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO Son Diego Rivmmde ori Phoenix Tucson Ca ll at least 2 working days prior to excavating. VERIFY IN FIELD. 20 0 20 40 1223 University a e.,Ste.240•Riv rsW6,cn 92507-3418•(984)782-M7•FAX (WB)782-0723•.wwAdu.q.o= DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: oFESS� Designed by Drawn by Checked by 7 Drawing No. CONSTRUCTION RECORD EHP EHP EMR RECOMMENDED BY: DATE: - Q� a. Sr CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor Horizontal Plans Prepared Under Supervision OfZw L)114� No.C033591 ACCEPTED BY: � SEE SHEET NO. 1 1'=20' Exp.6-30-02 DATE. PRECISE GRADING PLANS 5eDate RONALD J. PARKS Inspector Vertical - ROBERT A. STOCKTON DEPUTY DIRECTOR OF PUBLIC WORKS - TRACT NO. 2S4S2 3 LOT NOS. 22-27 w - �'� crvi�. co33591 6-30-02 - CYPRESS POINS PHASE 5 � Date Cmp It'd N/A alp' CA\_\ R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 1;"' Sheet 2 of 3 A G:\d_13212\212pgd161.dgn PLOT DATE:23-JUL-2001 A 13212 Q TRACT Nn , 28482-5 11�•59 h0 rr \ 4' Q f Q w • O' 2.00' 3.12' v m TMS=1269.3 Tw=1266.7 (Tw=1269.3) TF=1265.3 TF=1265.3 C" 66.2 o N ac, (TF=1265.31 FG 66.2 - - Ul) � o - - - - _FG o 76.7 T6.T 74.6 '65.5 65.9 � � � r FG �6 69.3 HP c•; FG 76.4 FG FG X71 8 T 1.8 FG FL � - - -HP - - FG FG � 65.6 1 � �� - 74.3 �� FG _ LO FL I �_ _ 76.0 \ r 73.9 HP \ �---�- - - - - ^� T69-0 ` 4 7FL I 71.8 � HP �i 74.0 1 r \ � 76.1 HP r FL 68.8 68.5 C" , FL 71.5 71.5 1 FL FL 1 PE=1266.2 1 C0 `T FF=1266.9 0 a FL FL i L' . 29 ;� 1AR 7.s' N{ 2 T 1 31 1 " 30 = � a i PE-1274.6 , PE-1269.3 w ' PE=1276.7 ' i--8 FF=1275.3 i PE=1272.1 FF=1270.0 / Ln 1 2BR N U- 33 3 3 i 5.0' FF=1277.4 � 1CR 5.4 1 FF=1272.8 � � ' ; 2CR ; r 1BR � PE=1277.0 5.6' 10 � ,� '� 0.5" DEEPEN 1 5.0' i 1 GF=1266.2 i o .0' r 1 64.9 ; ,9 J 1 1 1 r U- 5.6 FL 8�, FL 64.9 G N U- i 0.5 DEEPEN FL ut5 UD � 0.5 DEEPEN i � � 0.5' DEEPEN GF=1274.6 FOOTING i GF=1272.1 0.5' DEEPEN U- GF=1276.7 FOOTING i 1 1 ; FOOTING FOOTING 68.2 75.4 73.3 70.9 FL 67.8 U- cv BW - w i FL 75.4 FL 73.3 i FL 70.8 ' : \ FL � 'n `n � N "#!�� A �' m \ cQ`�' Cb -1 o V) v, FL FL cn FL \ to to 8.89 \ ��• L- l L . Vf to •• C� Li \ LL Li dp _ rl'rf N '\� ryb► o Lq o N `` `` o r u- � �: tr N o o; � m N BW �UW -6 iD L � N �; .r to o o �; ew, N o - -Bw 0 UD N 3�• - r Lniti � 1 N N UD ty C7 \ rN- N \ N N f` ` N N l0 N �- , _ 5' ! � � i i -053.00" \ H r I -24 �9 52.007.00 -- � ��- - Ix�•o .. 01 110 UD UD 10 TC r•-, # 1275.5 I 1274.96 TC 0 1 IRr 3,4 T CURB & UTTE 1271. 1 8.1 TC 4 4 + -J I I I I C3 � © � Go ,� o RELOC TE bWY m �, RIM ELI - � - Cr O � rn � - � �7 N 4 � X31; C� U I r- 3m 200' vc ©MONTEREY PLACE I + W I _ I I I I I I I o Q a 1 - C" - co CURB & GUTTER C" - 1265 32 TC _ aG � r + m + , + m + Go I I �� o z r �- -- T s 1272.92 TC'� cT 00 5-4 TC� ; 1267.98 TCS i r' � T 1263.78 TC 6' T�12'f5.51 TC 1274.58 C v v ,� �D • CVr • ` Q = um IN52.00' 50.00' - 50.00' - �- o ' _ - o N o 50.00 � Ln � , BW r - " r� - ao � r; n, � o 67.7 cy c., �. �o °: N . �. r as o o o �r; m r r: c�a ,c) o Q '� �n �r w. 1 Ll.! LCy ~ O Q Q C N N N O BW N `" c) 01 CS , (D W - NFL Lo W N N ��, V) N 1`- N N r` N r- rN N N ~ N N r BW � N r GD \ �� ` V C%jr- .�-- r r 75.6 \ . 1 Bw 75.8 FL 1 75.1 \ 73.0 70.6 68.0 v • i � FLL �I FL 1� FL '.� FL `_ 1 ' N FL GF=1276.3 Q 0.5' DEEPEN 65.5 W- - 5' DEEPEN ' 1 GF=1274.0 GF=1271.5 1 GF=1269.1 FOOTING F o ` 9+54.63 GF-1276.9 0. i � , � 70.2 � J i L � � 1 FOOTING 1 -j i , GF=1266.5 � ` 0 ' C1-18' OwY FL 1 a� 45 i X 13 J 3 ti 5. ' 75.3 5 0' 72.8 i w aC ' w PE=1277.4 w i FL i J FL :1; 1 65.3 1 - , IQ 1 1 � 1 5.0 47 1 1 48 - 49 s W 50 FL J �- i 5.0' 46 PE=1271.5 1 PE=1269.1 I Q PE=1276»3 PE=1274 0 Q 51 PE=1276.9 FF-1274.7 $ FF=1272.2 ' PE-1266 5 "d ' FF=1277.6 1 Ito FF=1277.0 _ FF=1269»8 1 _ � �. 1C 1 3A X 3C � 3B 5.0 2A wo FF=1267.2 , � �- 1 75»7 Iw 73.6 5.0' 1 5.0 68.6 68.4 1 5.0 3C ' x co � `C7 Lo FL 5.0' FL ,' 1 FL FL 1 65.7 `� a -9- ' rte-' 66.1 1 w ►r, 76.3 \ 76.0 75.7 73.7 73.2 71.2 70.6 �� 68.8 FL FL N o i 76.2 FL FL , FL ` HP FL HP 66.2 _ `•► �, �..� _ IFt � - 7 _ _ �- - ��� - - ---� _ - co ro+oz 76 6 - - \ F L N r; ao HP � - _ -1 L 10.43' no �L .9 76.3 N 76.3 74.0 "' 74.0 T 1.5 N 71.5 68.8 N 68.8 66.5 66.5 1 � � FG FG ' FG / r G 50.00' FG w0 FG FG 0.00' FG � FG� / - 68.07 ' v 52.27' 52.2 ' 52.27' 63.05' 62.27' r 52.27' 1 l " t0 � N •, I rr C TKOS ' »1 LOPE �G•v ,8ti ,Bti EXIST 2. 5 �n cFL -Aca I-9L I co _ 0 OS+O► TY DIG ALERT � LL'f '� 1"- Q Ul LD 01-093 GR CALL CAUTION= BEFORE IRJCK]ENGINEERING CkMPANY YOU DIG! EXACT LOCATION OF EXISTING SCALE: 1" = 20' 1400-227-2600 UNDERGROUND FACILITIES IS UCOM UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO r � s� �`� ��� � �� T Ca ll at least 2 working days prior to excavating. VERIFY IN FIELD. 20 0 20 40 1223 University Ave.,Ste.210-Rivmd&,CA 92507-5419-(909)782-0M-FAX (909)7e2�5-Mrwwxi*A*.0= DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: �Ess� Designed by Drawn by Checked by CONSTRUCTION RECORD Drawing No. EHP EHP EMR RECOMMENDED BY: DATE: 7 �' �� CITY OF T DEPARTMENT OF PUBLIC WORKS Horizontal -`' � Plans Prepared Under Supervision 0f4k No.C033591 p ACCEPTED BY: Lcbl Contractor �+ DATE: - 1'=20' Exp.6-30-02 _ �J RONALD J. PARKS PRECISE GRADING PLANS SEE SHEET No. 1 N - Date TRACT NO. 28482-3 LOT NOS. 28-32 & 4E-�51 Inspector ROBERT A. STOCKTO DEPUTY DIRECTOR OF PUBLIC WORKS Vertical �,q �'�". �,� CYPRESS POINT PHASE 5 q� Cp,�.�F�` R.C.E. No. C033591 6-30-02 i Sheet 3 of 3 ur Date Cmp 1t d N/A Expires R.C.E. No. 19744 Expires 9-30-01 PLOT DATE:23-JUL-2001 JN 13212 G:\d-13212\212pgd 160.dgn