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HomeMy WebLinkAboutLot 1-3 Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA GENERAL GRADING NOTES WORK TO BE DONE THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER PRECIS GRADING PLANS ACCORDING TO THESE PLANS. THE CURRENT CITY OF TEMECULA 33, AS AMENDED BY ORDINANCE 93-04. STANDARDS AND SPECIFICATIONS* AND THE LATEST EDITION OF THE TRACT NO . 28526 LOTS 1 - 3 & LLA PA 01 - 0139 PARCELES A - I CYPRESS POINT PHASE 3 STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. BOOK"). DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED - W� r �� F - st - A MINIMUM OF 2 FROM THE TOP OF CUT OR FILL SLOPES. -�r ` -.r f ` --� � �,-;" 06 -,J •,� `,�,•' •.� ��' PRIVATE ENGINEER'S NOTE TO CONTRACTOR i % * r r r r * , ♦ •• i ` �•- owl, ♦ ` 1 a�� ♦ ♦♦ r� TRACT �1n , 71 JEMEND 3. MAXIMUM CUT AND FILL SLOPE - 2.1 . • : r -,�. -•� � -< •� ;► �,• ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON � '� 1 � -:' % • ♦ �•' � GOLF COURSE OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO 4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL ; ; 7 -.-y �� j• ` � .f 30 THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE FILL SLOPES OVER 5' HIGH. "�' �- j"�;, '-^� I r-- PUBLIC IS PROTECTED ALL CONTRACTORS AND SUBCONTRACTORS r / r � r r r r r r r ♦ •- I I , , , , ` tJ J-, .G � J �� lotr .�; f � - SHALL COMPLY WITH' THE OCCUPATIONAL SAFETY AND HEALTH 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT , r - ..$•-' REGULATION OF THE U. S. DEPARTMENT OF LABOR AND THE STATE OF SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY ' ' r �_�-� --- .�.�• +- 7- r CALIFORNIA DEPARTMENTOFINDUSTRIAL RELATIONS CONSTRUCTION PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL j '�-.�-''-- 1 _�*-''`� -s•-' SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE FILLS OVER 1 DEEP. �" �4 IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COWLIANCE � �'- �� WITH SAID REGULATIONS AND ORDERS. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S 17/ 1R A C7 NO j 2337 J � J 5 � � /� '`` % =�'-$ �2 / ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF / / •.�' �� /� �y CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME S AND ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR �/ I --"" COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DI THE TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO / / !'� COURSE / ` �� COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SMFETY OF LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. / ` y �� ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL APPLY / I SITE I / ��L� COUf�S5 b 7 � � � CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND � I 7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR Q STORM FLOWS. / - I I THAT THE CONTRACTOR SHALL DEFEND* INDEMNIFY AND HOLD THE 11 I/ ALONG TOP OF CUT SLOPES. � � � � � � 3 � - OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL lot , 1 /) 1 PO LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATERO f �� PERFORMANCE OF WORK ON THIS PROJECT* EXCEPTION FOR LIABILITY THAN ONE FOOT. \ RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF - _ �" I J7JgJ9 2 2 r _ THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND THE PRELIMINARY SOILS INVESTIGATION BY LEIGH TON & ASSOC. DATED RQ N _ � °� I � J� J� J � � � � UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY JANUARY 30. 1998 AND AS GRADED REPORT OF'FINE GRADING PROJECT #11960056-036 OHO ~' _ _ -� _ J A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER DATED JUNE30* 1999. TWO SETS OF THE FINAL COMPACTION ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH NOR FOR UTILITY DR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS - � ALIMR-NJA- ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK OR OF THE PRELIMINARY SOILS REPORT. - EXCAVATION TO DETERMINE THE EXACT LOCATIONS OF ALL LINES ' AFFECTING THIS WORK. WHETHER OR NOT SHOWN HERON. AND FOR ANY 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DFPARTMIENT AT LEAST 24 DAMAGE OR PROTECTION TO THESE LINES. HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE ' INSPECTION._ THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING ' 'PERMIT FINAL INSPECTION FOR EACH -LOT. r ' LEGEND PHONE: (909 ) 694-6411 y 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL TOP OF WALL _______ ______________________________________________________________________ TW SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE TOP OF FOOTING .........................................................................M.. TF PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE �,�cT� CAA TOP OF CURB ELEVATION TC SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. WAY PAD ELEVATION --------------------------- ................. PE FINISHED FLOOR ELEVATION FF 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS .----------------------�--------------------------------------- BEEN CLEARED OF WEEDS 9 DEBRIS. TOPSOIL* AND OTHER DELETERIOUS � 4� FINISHED GRADE ELEVATION ............................................................... FG MATERIAL. SITE HIGH POINT .................................................................................... HP 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. TOP SLOPETS THE TERRAIN MUST BE CLEARED+ KEYED. AND BENCHED INTO FIRM NATURAL ��-�� �- ��- ��- -��--�- - ��- �� -- -� ��� -��-���-��- ��- ��- SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A FLOW LINE .................................................................................... FL REGISTERED ENGINEER PRIOR TO PLACEMENT- OF FILL MATERIAL. CAI. A ewmwum '� TOP OF GRATE ELEVATION ................................................................. TG wry 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF �7� GARAGE FINISH FLOOR ELEVATION ....................................................... GF PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD INDEX MAPEXISTINGARCH �rELEVATION f91►TD) BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT ' -" """-"""-" "-" -"-"""-"-"-""""�"""""-""""-"""" """""� ""� """-"""" PROPERTIES. 1 "--200' 'Qp FIRE HYDRANT LOCATION ---------------------------------------------------------------- fQ 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 15 STREET LIGHT ............................................................................. v o T�MECMA DIRECTION OF DRAINAGE FLOW ___________________________________________I _-- -- 16• ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO z w z KT•S. ---- FUNCT I ON. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES w = RETAINING WALL (BY SEPARATE PERMIT) _______________________________ AND TEMPORARY DRAINAGE PROVISIONS MUST USED TO PROTECT '1i v ADJOINING PROPERTIES DURING GRADING OPMATIONS. LOT �U- APPROXIMATE LOCATION OF ELECTRIC METER _________________________________________ ❑ �- LINE W VICINITY MAP 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- Cr ca 5' MIN. 3' MIN- W � S SEWER LATERAL LOCATION -•-------------------------------------------------------------- ❑ TENTHS ( 1 -5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE N z z w WATER LATERAL AND WATER METER LOCATION ....................................... Q ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 301 IN 00 v ov . � 3' MIN �o ELECTRICAL TRANSFORMER _________________________________________________________________ VERTICAL HEIGHT. LL 1 MY� 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERtIFICATION OF BUILDING l 2�/- MAX• POWER LINE AND HANDH4LES -------------------------------------------------------------- ❑ PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE 27 MI 1 TELEPHONE SERVICE ......................................................................... F11ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF A �1� N, ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED* THE AX` GRADED GRATE ------------------------------------------------------------------------------------------- ❑ ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. GRADED 6"MIN.-� LOT FG. AIR VALVE_____________________ --� 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA LOT FG. T4EVISION PLATFORM ______________________________________________________________________ 0 ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. rA_� BACKWATER VALVE ------------------------------------- ----------------------------------- SLOPES OVER 15' IN VERTICAL HEIGHT. IN ADDITION TO GROUND COVER. SHALL BE PLANTED WITH APPROVED TREES. SHRUBS. OR COMBINATION - NOT TO SCALE THEREOF. SHRUBS SHALL BE PLANTED AT 10 ON CENTERS. TREES. 20 ON CENTER: COMBINATIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL GRADING TOLERANCE NGTR� HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW GRADING SHALL BE DONE WITH A TOLERANCE OF 0. I ' OF THE GRADES AND PREVENTION DEVICES PER U.P.C. . CHAPTER 10.R. INDICATES LOT NUMBER ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 2 3 INDICATES PAD ELEVATION CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. PE=1199.0 PE=1199.0 INDICATES FINISH FLOOR ELEVATION IN NO WAY DO THE ABOVE TOLERANCES FEL I EVE THE CONTRACTOR OF THE PE_1M'0 FF-1199.7 FF=1199.7 INDICATES BUILDING TYPE RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE FG FF=1199.7 - 2 3 PERMITTED. R/w A BACK OF SIDEwALK PER PLAN ESTIMATED EARTHWORK QUANTITIES 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD _ FG PRIOR TO COMMENCEMENT OF ANY CONSTRUCT I ON/GRADING. - __�--- - -`` NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR PER PLAN _-�-" GF=1�-0 INDICATES GARAGE FLOOR ELEVATION PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE ,_-- -"-- 1Y-MIN- GF=1199.0 GF=1199.0 THE APPLICANT AND HIS ENGINEER FROM THE RESPONSI191LITY FOR THE � � _� NO. LOTS CY/LOT TOTALS CORRECTION OF ERRORS OR13MISSIONS DISCOVERED DURING CONSTRUCTION. ,,� PER ' J 12 15 180 UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY ' � PLAN w SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. CURB �`. o 15' MIN V) r LESS OTHERWISE o ui Q FS Ln NOTED N R/W A BACK OF SIDE WALK PL PER PLAN 12.0% �1 MAX I �' FS41 4 ER PLAN .. ,. CURB & GUTTERIor ' FG 5' MIN. 3' MI . 1% MIN. PER PL -� ---- -- ---- ----� R AN FG DEEPENED FOOTING PER PLAN AS REQUIRED. 4 '! DIG UTILITY SERVICE POINT ED T" TYPICAL LOT GRADING DETAIL CALL NOT TO SCALE LD 01-071 GR BEFORE 1-800-227-2600 MCK YOU DIG! ECU v4PANY UNDERGROUND SERVICE ALERT s.n CaMat least 2 working days prior to excavating. mw ��� �� �� r 1223 university Ave.,9b.249-Iti•a lib,CA 92901-3419-(999)79-CM-FAX (NO)MOM-..ww..ric*mW= CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: V#ESSI Designed by Drawn by Checked by Drawing No. TY RIVERSIDE T- - SCALE CH � EH EH EMR RECOMMENDED BY: COUNTY OF VERS DE B.M. 29 81 O% EL DATE. s a CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Horizontal r P Prepared Under Supervision Of Contractor IN 1 THE N.W.NSCORNER 1 OF THE I NNTERSECT II ONS � No. 46504 Z ^ ACCEPTED BY: - OF OF RANCHO CALIFORNIA RD. WITH MARGARITA � - DATE. PRECISE GRADING PLANS RD. 1.0' EAST OF A T.O' C.L. FENCE 40' NORTH 1 -200 EXp.6-30-03 Date RONALD 4,11PARKS TRACT N O. 28526 LOTS 1-3 & Inspector OF P.P. (NO NUMBER), 94' NORTH OF �HE CENTER �X EDWARD M EL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS __ LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical � CI V IV \' LLA PA 01-0139 PARCELES A-1 � WITNESS POST 1.0' WEST OF MONUMENT. Date Cmp It'd N/A 7t q� CA��F�� R.C.E. No. 46804 6-30-03 ELEVATION• 1128.410 (ADJ. 9-13-82) Expires R.C.E. No. 19744 Expires 9-30-01 CYPRESS POINT PHASE 3 Sheet 1 of 3 G= d_1 1 1 pgd 15 .dam PLOT DATE;29-MAY-2001 JN 13212 r' r Nol� EXIST CnL5 COURSEI 24Z57 44.1 44.4 2, 1' TRACT BOUNDARY � -a, FGI I� FG 0,06' I I I I L LLA PA a J O 139 43.4 44.1I 43.8 l � I HP- - - 44.1 . ' FL ( �-- - FG I I , i / FG 10 , I 24' S ESM'T i �� I I I 43.7 43.7 / 43.3 � I I I FL F� / FL 3 N / PE=1144.1 I I 4 ► / - A � � FF-1144.e 43.0 I I I PARCEL 43.7 43.3 � � FL 25.9' i PE=1144.4 / HP ,' , 3BR FF=1145.1 / o FL � ( � ZA 5_c / Ile 5.0' 0.5 DEEPEN le/ GF=1144.1 I II FOOTING / I 1 43.0 GF-1144.4 / 2 42.7 r II 43.1 / PE=1144.0 FL I II FL FL / 43.2 FF=1144.7 �vp �, i I I `` / FL 3A d'.'�, � I ro � •�, s I I N . V) • o LP) p / �0 ��� 42.7 � � � I � 4 �' o `` � / FG FL d qZ -16.5 ti u Z / '�' l / - GF=1144.0 �_ �` _ -- 6n qr- W / 44.0 42.8 `'p J` o0 t I I V) / FG FL N %- 15�s I 14 .29 C w / N �_ ,�� .01 TC � � III I I I W 118.60 o .4 I I N / 43.7 _ _ . ,��•85 N18- r 114284 lIII I II I FG U RIM EL + - 1_IA �2•o Fc �� 0 J 42.9 T--- C-)FL 19.4' \ 0.55X / 43.4 `O 42.3 _ �� / FL 8.4` H 10+00.00 I CRYSTALAIRE DRIVE G =1143.7 1142.0 FS / 0 1 I UL-DE-SAC L m 14 F /� co FF=1144 .4 1 3e TC ic � 41.E� TC � 27.8 � •�� � Al EC _ 42.3 \ I 43.0 � ` _ FL - - 43.7 �- FL 41.6- _ _ I FG 147.06'`` - 4.92 EXIST PROJECT WALL I I µ::�.---r:'::--_..-w - ' MT� : --r -w �:A,�.-;.�T�:�:�.��T���_� ����.:��� ::���::':.;�� _...� ��` �=��'��:��Iw ":.;:���.��. I RANCHO CALIFORNIA ROAD I DIG ALERT TM C7 CALL CAUTION: LD 01-071 GR BEFORE SCALES V= 20' YOU DIG! EXACT LOCATION OF EXISTING 100-227-2600 UNDERGROUND FACILITIES IS 20 0 20 40 RICK]ENGINEERING COMPANY UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO 7M Sm Di"p %�& ormp Ca h at least 2 working days prior to excavating. VERIFY IN FIELD. 1223 Univwdty Ave.,Ste.240•lti.�er",cn 92507-3418•MI)M-OM•FAX (M)782-2'•nW..ACk@q.aoft CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL.� Designed by Drawn by Checked by Drawing No.�o�FESsI � �cH RECOMMENDED BY: DATE: CITY FTEMECULAPM Ec O DEPARTMENT OF PUBLIC WORKS Horizontal I �`' �� �! P Prepared Under Supervision Of Contractor � � � No.46804 ACCEPTED BY: Exp.6-30-03 DATE. PRECISE GRADING PLANS Inspector SEE SHEET NO. 1 Date RONALD J. PARKS Vertical WARD MI EL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 28526 LOT NOS. 1-3 Date Cm tt'd R.C.E. No. 46804 Expires 6-30-03 R.C.E. No. 19744 Expires 9-30-01 � CYPRESS POINT PHASE 3 Sheet 2 of 3 � Gi\d-13212\212pgd 148.dgn PLOT DATE:29-MAY-2001 JN 13212 �x1 ST GDL5 COURSE \0�\ �� ► PA 01-0139 \ \ �\ f RECORDED 4/19/2001DOC N0. 16374044.4FG 44.7 44.1 44.4 2. 1' FG 45.0FG ` FG 44.7 FGFG 45.0 52.31' _ _ 45.4 r - - -- -- 1r- -- - - - -- �\ - - - - FG 45.2 52,31' - - - - - - - TRACT BOUNDARY - -- II 44.1 -- -- - ,..._ _ - � ._. - _.._ - � .._ - _ _ _ __ -- - 43.4 - FG 45.4 48.95' 46.7 ` HP � N �-- 45.7 52.40' 45.7 45.9 52.40' - 45.9 - 23.26' 26.55' 46.7 46.4 FG \ \ .-a _ _ tr �.� �..--� 46.5 FL I r, FG 46. 5 FG 46.5 FG � \ \ `'' N 44.7 O FG - FG FG FG 2 HP N I I HP _ - W FG HP cn p ESM TR NO 28526 t 44.4 �- -, - n - 45.6 r - + r �-� 46.1 , � \ 1 2p0 Mw II i i � 44.9 0 45.1 R - �� 24' S ESM'T _HP - _ HP rn rn M r, u; K 5.3' 5.4' `� FL HP r- HP - - _ 1%4 45.9 43.7 43.7 �-` FL + \ \ \ z i FL 45.4 , FL FL HP 3II 443 \ \� I I 1 ' FL r 45.8 45.8 1 PE 1144.1 43.0 r ' PARCEL A 1 44.0 i FL FL 1 \ FF=1144.8 ,I I PE=1144.4 1 44.0 r PARCEL 44.5 44.5 447 447 450 45.0 1 45.1 45.43BR FL 25.9 _ 1 FL FL C 1 FL FL F FL i 5.0 ` �. FF-1145.1 i � PE-1145.0 , L FL FL i FL FL PARCEL H ' PARCEL I � � \ 1 \� 2A 5.4' PARCEL B 5.0' FF=1145.7 PARCEL D PARCEL E PARCEL G PE=1146.5 PE=1146.7 o I PE-1144.7 1CR _ 1 - 1 PARCEL F 5.4' 1 PE=1145.9 ' = ` = \ \o I I 5.0" 5.5' FF=1145.4 5.5 PE=1145.2 PE=1145.4 i i FF-1147.2 FF-1147.4 3BR 6.9' 5.2' ' FF=1145.9 5.2' 1 FF=1146.1 PE_1145.7 - FF=1146.6 �B 1CR 1 i 5.5 FF=1146.4 , i I r 0.5' DEEPEN 43.6 3BR 6.7 3C 2BR FOOTING 1 1 i 44,3 2C GF=1144.1 I I i GF=1144.4 , FL i 1 \ 1 r I I i 43.0 43.1 1 1 FL 5.0 i i 1 , a, P A.R C�L 5 42.7 r FL i i 1 0.5' DEEPEN 1 \ Q GF=1146.7 FOOTING \ \ LLA ?A 99- 0288 ` FL j � � I I FL i 0.5' DEEPEN i 44.1 I � i _ i � � � " 1 rGo GF=1145.0 FOOTING 1 1 1 GF-1146.5 d ,n •� I I ( =1144.7 / x'1 5.2 FL GF=1145.4 1 i 0.5' DEEPEN �=1145.7 GF=1145.9 0.5' DEEPEN - 0.5' DEEPEN .� 45.3 45.4 \ 1 \ �• r� -n 43 4 N 43 7 FOOTING 45.2 �• -o w , 43.9 1 44.1 44.4 44.5 FOOTING N FOOTING FL FL FL .n - cn FL FL 43.6 o , ,D o � FL FL 44 4 FL 1 FL 44. - 1 1 • '� s S.AZ -16.5 �'_ N - ut FL 7 45.1 �, A z O r- N N cn 1 to cn / o FL N FL FL � A ] 45.1 45.2 \ rn -C) NNW FG LL A .^a •'~ ai Q N D7 frY qT Vj N N (K7 t4 / +r7 ` 1w N In N 1qr Ln m O O © O Ln N Nn O O Qti / 1W N two Q co r"7 +" ` N a� O m � 4 - � �. W .�� _ , 1 co° ZTIC 1 j r� I 142.29 C - • ' 52.20 _ 52.20'100 52.40' 4 _ - L=55.11 TC . I I I I a 1144.71 4A.99 v I I r: o A-4 RIM EL 1142.84 - � � >~ LOT 'A' o � � c� 1144.62 TC + N r RIM EL I I Ln m 1142.61 TC o 1142.84 TC 1143.12 TC o # 1143.70 TC O ,1, 144.27 TC � Q, + o 0 1143. � I of . o I I � o Mo I ( 1143.41 TC �0 1 _ I � _ 99 TC vo o N I I .. - � N- U , �' '+ ' co ca �+ ao o . °�.° Na aE N 1 45.1 L) �- v � v rn 14 _055/ --c a, - 89 TC \ C I 1142,11 - _ - -- -- - --- - - f -- 10+40.001 RIM EL I I IR N n 23371 -3 I I I - - 41M 144.18 r . 1 / I _ _ Tc CRYSTALAIRE DRIVE o� Tc o o V- ICTR1CUL DE SAC X14m EL ~ f r 42.3 �C - - - - - - - - - - -- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - � / T C 8C I 42.91 C X3,35 T C 4 .52 C 43,ao T C 41.11 EC rI .r, 1 4 41. F 4.92 \.-EXIST. PROJECT WALL - r - r II . »... .. « ,w., .... .-.,__,.._. .._.... _ ... ._... -. .....-.... .. _,.. _,-__ _., _.....__.„ _ ,- .__-._ _ _.._ we_ µ^__.... ...�_ ._....-.- _�: w. _ .. .. _....-..-,.. _. _ _ ... \ -,�-- ---- ---- i RANCHO CALIFORNIA ROAD _ I -r I 1 I - I I A 143 r ~ r DIG ALERT TM C7 CALL CAUTION: BEFORE LD 01-071 GR YOU DIG! EXACT LOCATION OF EXISTING SCALE: 1'= 20' MCK]ENGINEERING UMPANY 1400-227-2600 UNDERGROUND FACILITIES IS UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO 20 0 20 40 - s.� ns� ia„ � or.�. Tt Ca M at bast 2 working days prior to excavating. VERIFY IN FIELD. TM 1223 University Ave.,Ste.240•Ri�atide,CA 82507-5418•(M)792-0707•FAX (908)7`82-MIS•WWWA 6MBXM CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Esse Designed by Drawn by Checked by Drawing No. SCALE �/ �cH � EH EH EMR RECOMMENDED BY: DATE: 9 M CITY OF T DEPARTMENT OF PUBLIC WORKS Horizonte I - . I Contractor v .� Prepared Under Supervision 0f W �. 46804 � . G� / u SEE SHEET No. 1 1'=20' Exp.6-30-03 0 o ACCEPTED 8Y. DATE: PRECISE GRADING PLANS Inspector Date RONALD J. PARKS Vertical EDWARD MI EL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS - LLA PA 01-0139 PARCELS A-I Date Cmp It'd ��rf c(v r�.Fd�`��r 4fi804 fi-30-03 � N/A cA�� R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 �," CYPRESS POINT I N T PHASE 3 Sheet 3 of 3 1 A GAd_13212\212pgd 149.dgn PLOT DATES 29-MAY-2001 JN 13212