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HomeMy WebLinkAboutLot 1-8, 70-72 Precise Grading IN THE CITY OF TEMECULA GENERAL GRADING NOTES WORK TO BE DONE 1 . ALL GRADING SHALL CONFORM TO THE CALIFORNIA BUILDING CODE. APPENDIXPRECISE GRADING PLANS THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE CHAPTER 33. AS AMENDED BY ORDINANCE 99-23. ACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. TRACT N 28482--3 LOT NOS■ I � V SSC 70 - 72 STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTEDBOOK"). A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. PRIVATE ENGINEER'S NOTE TO CONTRACTOR 3, MAXIMUM CUT AND FILL SLOPE - 2.1 . CYPRESS POINT PHASE 1 ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL 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 PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENTSHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY qQ REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL 0� o CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION FILLS OVER V DEEP. a SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S ,� WITH SAID REGULATIONS AND ORDERS. ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF q� �c`' TEMECULA WAY ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR � � Q`� CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO TR NO 4 2 2-,8 2 �` •� S�' �90 COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. y o� COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF l��IT s ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY 7. PROVIDE A BROW DITCH. DESIGNED TO HANDLE 100YR 0 STORM FLOWS. x CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND ALONG TOP OF CUT SLOPES. N �-� G THAT THE CONTRACTOR SHALL DEFEND* INDEMNIFY AND HOLD THE OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER �o .� LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE THAN ONE FOOT. CALIFORt" PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTION FOR LIABILITY 101 -� RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 9• THE PRELIMINARY ALL GRADING LSOILS L BE DOINVESTIGATION NE IN MBYCELEIGHTONWITH C&�ASSOC. DATED ENDATIONS OF 10 0 �4�c THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND JANUARY 30. 1998 AND AS GRADED REPORT OF ROUGH GRADING 99 102 1 RANCH �° 9,�f1 UT I L I T 1 ES OR STRUCTURES SHOWN ON THESE PLANS "ARE 08TA LNtD BY _ DATED SEPTEMBER 7. 2000. TWO SETS OF THE FINAL COMPACTION 9$ 1O 3 f A SEARCH OF THE AVAILABLE RECORDS.'' THE CIVIC'"ENGINEER REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH r 1 4 ASSUMES NO LIABILITY AS--' TO THE EXT LOCATION OF SAID LINES SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION O O Lr C O Uri E. 97 104 5 NOR FOR UTILITY OR IRRfGATION LINES WHOSE LOCATIONS ARE NOT THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS TR NO ,, 233-71 -- 1 5 10 5 $ 2 7 TEMECULA SHOWN. THE CONTRACTORTISHALL BERESPONSIBLE TFOR NOTIFYING OF THE PRELIMINARY SOILS REPORT. 9 6AND OR 1 30 29 26 "�T'� EXCAVATION TO DETERMINE THE EXACT LOCAT I ONS OF ALL LINES 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 95 106 34 3 2 AFFECTING THIS WORK. WHETHER OR NOT SHOWN HERON. AND FOR ANY HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGEDAMAGE OR PROTECTION TO THESE LINES. INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING 94 '` Q, 35 25 VICINITY MAP PERMIT FINAL INSPECTION FOR EACH LOT. 93 V O o� 24 PHONE: (909 ) 694-6411 9250 51 3 LEGEND 45 464 48 9 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 91 7 7 4 4 22 TOP OF WALL. TW SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 90 4 3 52 21 m • • • - • - PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 7$ 53 TOP OF FOOTING ................................................................................ TF EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE 89 4 2 5 6 5 5 5 2 0 I� . SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 79 41 58 5 p TOP OF CURB ELEVATION- .,,.. TC $$ 80 19 ) PAD ELEVATION ....------•---.....--•---•-•------•--•----------•------------------T.........----- PE 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 81 7 4O 59 1$ FINISHED FLOOR ELEVATION FF BEEN CLEARED OF WEEDS. DEBRIS. TOPSOIL. AND OTHER DELETERIOUS MATERIAL. 86 1 6 39 46 66 17 FINISHED GRADE ELEVATION .........................................•-----------•-----•---•-- FG 85 $2 37 38 60 62 63 -U HIGH POINT 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. ......•-•-- -•••••••••••--••--•-•-••-------------•------ --•--------------- ---- HP THE TERRAIN MUST BE C4EARED. KEYED. AND BENCHED INTO FIRM NATURAL 83 61 16 TS �111 ;k67 TOP SLOPE ....................................•-----•------------.....----------•--•-•-•---------- SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 84 , > 6$ 15 :::: REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 111 110 70.6 9 7Z FLOW LINE F � 4. URN ROUGH GRADING NG OPERATIONS AND PRIOR OR TO CONSTRUCTION F PARK SITE 14 �. TOP OF GRATE ELEVATION .....................................�.............................. TG 1 DURING G U U ION 0 76 GARAGE FINISH FLOOR ELEV ►T.I N ................................. .-----.--............. PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD 1 O GF BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT 7 5 3 PROPERTIES. 74 :, - 10 11 12 EXISTING ELEVATION -•------------------------------- ------ ------ - •- -------- (9170) 9 FIRE HYDRANT LOCATION .....---•------------ --------------------- - - ------ -- - 73 15. '.DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. axe' f STREET LIGHT ................................................................................. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES / J --- ----- ------ DIRECTION OF DRAINAGE FLOW .................................... AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT INDEX MAP RETAINING WALL (BY SEPARATE PERMIT) ................................ ADJOINING PROPERTIES DURING GRADING OPERATIONS. _ R �� SCALE: 1'=200' 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE APPROXIMATE LOCATION OF ELECTRIC METER ........................................... CO SEWER LATERAL LOCATION ' """-"""""""""----"--"---------'- -""'-""" D 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 ......................................... D VERTICAL HEIGHT. 1 A REGISTERED l V L ENG ENGINEER HALL SUBMITCERTIFICATION � SITE ELECTRICAL TRANSFORMER .................................................................... 8C [ S OF BUILDING[NG o z o POWER LINE AND HANDHOLES ...................... ................ Q PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE �•�•• ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. I F AN = W = TELEPHONE SERVICE ............................................................................ ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE 15 REQU I RED. THE W a GRATE ............................................................................................... ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. LOT W LINE °j ~'� ..�.-.• •• __. . •. - 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA �- �' 3' MIN. PAIR VALVE. , �W ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. Uj S MIN. = TELEVISION PLATFORM .....................................................................•... Q SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER. zo " ow BACKWATER VALVE ..................................... -------------------------------- . . SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION 4. a 0 3' MIN. THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES. 20' ON 2% MjtN. AIR CONDITIONER LOCATION ------.--•---.--•-••..------•.•.---------•..•••••................ CENTER: COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL 21% MAX• GRADING TOLERANCE NOTE HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. . CHAPTER 10.R. 21i � , MAx• GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 OF THE GRADES AND 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT GRADED ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE LESS THAN 1/4 PER FOOT FOR A MINIMUM OF 3 FEET. GRADED 6'MIN.--� LOT FG. CONSTRUCTED WITHIN 0. 5 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, A 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 RELIEVE FIG PE=1199 0 PE=1199.0 PE=1199.0 INDICATES FINISH FLOOR ELEVATION PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY OUANTITIES. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE BACK OF SDWLK LAN FF=1199.7 FF=1199.7 FF=1199.7 INDICATES BUILDING TYPE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. 2 3 NO- LOTS CY/LOT TOTAL UPON REQUEST. THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY 11 15 165 SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. F -� LAN ----�__ CONSTRUCTION NOTES AND QUANTITIES Tc _ 31 PER PLAN �- �~ 1% MIN' INDICATES GARAGE FLOOR ELEVATION GF=1199.0 GF=1199.0 GF=1199.0 1� Its PLACE 3 AC PAVEMENT OVER 71 TONS ( bd 4 AGGREGATE BASE 48 CY ' CURB LAN ac 20 CONSTRUCT 4' WHEEL STOPS 7 EA o 30 THROUGH THE CURB DRAIN 1 EA Lq SEE DETAIL THIS SHEET FS 10' (TYP) o 4 %n LAN 12.07. MIN '- N R/w q0 INSTALL 6'PVC (CL 150) Q 0.5% MIN 22 LF FS MAX FIG ' 50 INSTALL 3 PVC (SCHEDULE 40) Q 2`/. MIN 10 LF LAN PER PLAN , ER PLANel ._ . . . . . , . . ' •. . . ' . . TC •. • `'-� M/N• 5' MIN. �; FG .. • '. ". ', r -. •. '. ', ". . • ., . .. - 3' MIN. 1% MIN. DIG ALERT PER PLAN - -- - --_� __ _ ___� ____, LAN CURB & GUTTER TM F L DEEPENED FOOTING LAN AS REQUIRED. CALL BEFORE UTILITY SERVICE POINT LD 00-211 GR 1400-227--2600 YOU DIG! TYPICAL LOT GRADING DETAIL RICK ENGP0=G COMPANY UNDERGROUND SERVICE ALERT NOT TO SCALE San Dte�o Rlwrd Ot.n� Pho.nix Taco. Callat least 2 working days prior to excavating. � izzs University Aw.,ft.z+o•RL.e1d..CA 9zw7-3418•(9oq782-0707•FAx (W9)782-orz3•www.rlduns.aos CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: ESS/ Designed by Drawn by Checked by SCALE g Drawin No. `� RECOMMENDED BY: DATE: l� �� COUNTY OF RIVERSIDE B.M. T-29-81 4 M%CHE� try EMR/EH EH EMR CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor 2-v2'BRASS DISK IN CONCRETE CYLINDER, Horizontal �P� ?� P s Prepared Under Supervision Of IN THE N.W.CORNER OF THE INTERSECTION &V O NO.46804 r^ �� ( 11013 OF RANCHO CALIFORNIA RD.WITH MARGARITA w z 7° ACCEPTED BY: DATE: .. RD. 1.0'EAST OF A 7.0'C.L.FENCE,40' 1'=200' Exp.6-30-03 94'NORTH oats m/ D RONALD J. PARKS . PRECISE GRADING PLANS Inspector OF THE CENTER LINE OFBRANCHO CALIFORNIA EDWARD MI EL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS RD. SET FIBERGLASS WITNESS POST ,.a' Vertical sr C1V%\, ,p - - TRACT N0. 28482--3 LOT NOS. 1-8 & 70-72 Date Cm It'd WEST OF MONUMENT. 4r o�� CYPRESS POINT PHASE 1 p N/A F�' cAL�F R.C.E. No. 46804 Expires 6-30-03 ELEVATION: 1128.410 (ADJ.9-13-82) R.C.E. No. 19744 Expires 9-30-01 r•,�,�; ,• � Sheet 1 of 2 G.-\d-13212\212pgd 123.dgn _ PLOT []ATTw28-NGv-2000 JN 13212 s6s , 61 3 62 63 PE=1251.9 PE=1251.9 PE 1251.4 EXIST 2:1 SLOPE 55.00' 55«00' 57.00' h' EXIST 2:1 SLOPE 1225.5 TW 1224.4 TW 1229.0 TW to 1229.0 TIN \ 1221.1 TF j 1223.6 TF 1226.7 TW 1 1223.5 TF \ 1 1225.5 TW 24.4 24.4 \ 1 22.0 1221.0 TF FG FG y y \ 11 0 FG 1222.5 TW \ \ PARK SITE W 221.4 TF , - -� - -- 26.7 +1 26� \ PE 1224.5 0 1 - _ _ _ 24«1 FG o FG J '�\ 21.7 FG HP - 26«4 ._... \ \ N , HP •~ i 23.7 HP I \ \ FL 23.8 I \ \ .••,. X 1 21.4 21.4 1 FL 1 26«1 26.1 1 I W 1 FL FL 1 FL FL .0' \` 70 • - 71 PE=1226.7 5 0' 1 1219. •: PE=1222.0 �. FF=1222.7 5e 1 PE=1224.4 FF=1227.2 • •• \ IM EL r. , 1 FF=1225.1 1 1 3B I , \ 2A 1 25.7 '0 69 1C 1 I FL i PE=1229.2 .5 DEEPEN GF-1222.0 0.5 DEEPEN GF-1224.4 / '�► / ` \�r 1 OOTING 20.8 1 FOOTING 23.2 1 1 GF=IM.7 4 1 1 o f \\ \ \ 1 FL , 23.0 FL 0,� 1 20.7 1 , FL 1226.7 TW 25.5 V I �s` 1 FL 1 1 FL 1 .. 1222.8 TF 1 N Z \ h \ 4 I CID LL. \ �� EXIST 2:1 SLOPE BW C4 o ''r' BW C �C" °� BW �� �: ti � BW ev p N - _ R/w `� O N N N • Q (LI I N � % � �` � N N rn N N N // '��• D3+ y \ 1 O 1215. ` 1216 8 FG r r N N N N N •- ` 1n r» // /'`� ^ �'• L.- \ 16 o,• _\ `( RIM EL 57.x6 r- 55.00' 55.00' �•'N ((•• /- 9 .. / 00, �• •-• v • / FL �, co i \ CURB GUTTER 1216.6 1216.71 T 1 18.21 T >- 1220.70 TC L, >- 12 3.10 TC '" • '.= / n, [: . _ I o Fk' O ATE DWY rar o ©1225.50 TC N 1233.1 :. 1 `� 99• �.`S RIM E4 L o v I W; P M ELO AT WY L . 3, ?8. _• -�.` 1 CIO E D N � RIM EL Y v� + s 31 '� 4 36% � J 32 �" 3\ o rn// i 0.5 DEEPEN 18.1 ` 15 ' �. _-•. 1 \\ •- . •' / / FOOTING GF=1219.4 FL ^ �• �C o o 11216.26 )� � � �, , _ �-�� � TC ,r, I v o I I � © I I a v I "' .I I \ \ o , 17.6 4ca \ Mzi- ..o °r' °D L �n ao 12 T L m T � `r' FL o �V' `� I "' M CURB E� GUTTER ; M r 1224.60 T / PE0219 4 S GF 1218.8 cy h ..• / FF-1220.1 16.9 � 9 \\ / 2CR �� i �� 17.1 FL N = 54' . �, 0 '� 55«00 4. 52.00 '� c� 55.00' Lne 18.8 17.8 / / �, Lo.. , BIN /N - ,, �. / \ // •o FL 6 FL GF-t218 '~ `�.° aS °�' cov `° ao o o, o ,r, o N BW a+ r: u� 1W \ W ,9.1 18.7 ' •2' = *3 ti N � `` N N B W N C-1? N r N ' '"� r hrf Q N 19«40.5' DEEPEN - FG �H-P FL 2 FOOTING i 17.9 1 ` / .� 17.1 �• 18.2 FF=1219.5 9' S'9� FL 1 FL 1221.3 TW 1223.5 TW i 1226.0 TW 1228.2 TW i / •- FL i 1 1217.7 TF i 1219.7 IF t 1 \L2.0 1222.0 TF 1 1 // / S�S9• ,� ` 3A � i / 17.3 = 5«1' 18.1 � s 20.1 1225.2 TF GF 1218.3 1 1 FL 22.4 ) 24.8 1 1 ^-- . `•- 19.4 18.2 oco / S•9 FL. , r FL 1 20«2 FL FL i 24.9 GF=1226.0 FL GF=1228.2 �/ - G 8.8 "' `� i 0.5' DEEPEN GF-t219.3 � FL G�' 1221.3 0.5 DEEPEN GF=1223«5 FL 18.5 FL °' PE=1218.3 FOOTING FG FF=1219.0 817. 1 FOOTING i i -� 17.7 4 6 9 FL 1 PE=1218.3 �" 1 0' 1 1 1 •0 5.0' IPE=1228.2 I 17.6 / FF=1219.0 1 6.2' 6 1 7 1 8 1 �. 18.8 , 1 i- _ 5 5.5, PE=1226.0 1 $L FG 18. FL 3BR ,r, 1 _5 1 PE=1221.3 5 PE0223. FF-1226.7 - - - -- �pf 18.0 L: PE 1219.3 1 FF=1224.2 I % FG 1T T 5.0, FF=1222.0 3CR % -. --_-_ HP 17 7 © ' FF=1220.0 3CR 1BR 1 1 I ti « �n i 1 FL 1 1AR 20.fi 20«T i 25.4 1 I •` - `=:- -- pR�J fC �' 18.0 18.6 18.7 FL FL 1 1 1226.0 TW 23.0 , FL , I ho \- ♦` -. - T wq 18.3 FL FL 1 1223.5 TW : 22.7 1222.8 TF FL -- -' • -- •- -- L[ 18.3 ., HPHP 21.0 1 1228.2 TW FG _ _ 1_ _ � 1221.3 TW 1 1220.5 TF FL i 25.3 `- ='- - ' �G 1 1 1 HP 23.2 FL 25.7 1225.2 TF M - ,_ - .:. - a, 9.0 2 8.5 TF _ ~' ti r~ ~- __ �� r ♦ f3.6'� 18.3 ` �HP / _ _ .- - o HP " ��HP_ o _ 46 19.3 ` _ - - •-� • %VI-♦ - ~ -r F� FG , o !� 23.5 26.0 26.0 58.41• 9.3 21.3 N 21.3 23.5 �% F FG 52«08' FG \ 55.00 IF _ _ FG FG mum50.01' FG \ FG 55 °9 G 1 "MI mmmmwimmm ♦- - - -♦♦ • r♦ ~ - ♦_ /rte ~ ` -r r ` 1 ..rr_ _ + _ - • `•- , -= - r- r r`�♦r-r ` r - r~ - . "'� 0' `/ ♦ -♦ r- '01 r.�- r 1• _+r . . - r`� r - ~--r ♦ . ~ ~ ~ •- - �.- - .,... - _... _.. -- -•- -- r N ---- � f xiST R-WALL - - r - - .r ` - � r - �,. r.. r+ .-� rROYAL - ~ - - -- - - -- - - - - w - - - - - _ - - - -. _ _ .. _ .. _ �. rw r I�K� _ __ _- • -_-- - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - DIG - - - - _ - - - - - - - - _ _ ALERTDRIVE _ _ r r_ - r_ 41 CALL CAUTION: rr_wr• BEFORE LD 00-211 GR YOU DIG! EXACT LOCATION OF EXISTING SCALE: 1,1= 20' 1-,800-227-2600 UNDERGROUND FACILITIES IS MCK ENGPa=G ComPANY UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO io 0 20 40 aNat (east 2 Working days prior to excavating. VERIFY IN FIELD. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: uz3 v���t���«.,sr.z�a.m.�.�.,� �:sar-�i�• Designed by Drawn by Checked b (*�)nz�•�� t�os)�ez-orn•�.�,. .� SCALE �Ess� y � Drawing No. N "EL 4. EH/EMR EH EMR RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WOR S Contractor Horizontal ti �� �: � K P repared Under Supervision Of �+ W No.46804 i Vv ACCEPTED BY: � �Z O� Inspector SEE SHEET NO. 1 1'=20' Exp.6-30-03 8 RONALD J. PARKS DATE. PRECISE GRADING PLANS Date Vertical EDWARD MIC14L RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS = NO. _ _ 70-72TRACT 28482 3 LOT NOS 1 8 & Date Cmplt'd �41f CIvI�Fo �' 46804 - � - � N/A OF �l R.C.E. No 6-30 03 Expires R.C.E. No. 19744 Expires 9-30-01 ... 1 CYPRESS POINT PHASE 1 Sheet2 of G:\d-13212\212pgd 124.d n 0 9 PLOT DATE: 28-NOV-2000 JN 13212