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HomeMy WebLinkAboutLot 4,5,9,40-82 - Precise Grading ESTIMATE OF QUAN TI TIES NO, DESCRIPTION QUANTITY UNIT GENERALNOTES I LMDSCAPE AREA DRAIN PER DETAIL HEREON. 0 &CH 1. All grading shall conform to the Uniform Building Code, Appendix Chapter 2 CURB OUXU PER DETAIL NOMC / 0 E4CH 33, as amended by Ordinance No. 457. 3 30 A.B.S. PIPE o LF. 4C P.C.C. CONCRETE SWALE PER DETAIL ON SHEET 2 822 5 F. 2. All property corners shall be clearly delineated in the field prior toTRA CT 230662 r commencement of any construction of any construction/grading. • 3. During rough grading operations and prior to construction of permanent drainage structures, temporary drainage control should be provided to prevent ponding water and damage to adjacent properties. --�- - 4. Dust shall be controlled by watering or other approved methods. PHA SE . 3 6 5. No fill shall be placed on existing ground until the ground has been cleared of weeds, debris topsoil and other deleterious material. LOTS45940 82 6. Maximum cut and fill slope = 2:1. 7. Stability calculations with factor of safety of at least one and five tenth (1.5) shall be submitted by a Soils Engineer to the Building and Safety Department for cut and fill slopes over 30' in vertical height. moo*woo . r r 8. Provide 5' wide by 1' high berm or equivalent along the top of all fill SHE es over 5high. � ,ET�00001 �''� slopes ' S P 9. Provide a brow ditch, designed to handle 100yr Q Storm flows, along the r 6000 top coop 000 moo 000,r top of cut slopes. ^ 10. Minimum building padand drainage swale slope shall be = 1% if cut or fill / ♦, 1 PARCEL I i / is less than 10 , 2% f cut or fill is greater than 10 . Drainage swales ♦ ` P � r�� NO. MOBS shall be a minimum of 0.2' deep and be constructed a minimum of 2 from the top of cut or fill slopes. �/ ♦` Pmt, i f-5-2o �/ ♦ 92 85 11. "No obstruction of flood plains or natural water courses shall be permitted." CO/ ♦ 80 81 40 OPEN SPACE 12. All existing drainage courses on the project site must continue to function, / , ♦ 76 77 78 1111,0111111 79 especially during storm conditions. Protective measures and temporary 72 73 74 75 41 39 , drainage provisions must be used to protect adjoining properties during ( 1 70 71 ♦ E�) Av 42 38 ONTRACTO: grading operations. 62 63 64 65 66 67/ BS 64 PRNA� STR 43 4s 1 � / 47 46 44 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 13. Finish . grade shall be sloped away from all exterior walls at not less than 49 48 ` 37 FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS 1/27 per foot for a minimum of 3'. 52 51 50 w, 36 PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.- THAT THIS / \ ' 55 ' S3 �- ••�mono 6090..� REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 14. Cut and fill slopes equal to or greater than 3' in vertical height shall be / / 57 5 54 �r�� 35 WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND planted, with grass or ground cover to protect the slope from erosion and r• �'�' f1J�, (�$$-�j / �/ B1 gO 59 58 ��,�..�.�� o HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, instability in accordance with Ordinance No. 457 prior to final grading inspection. / / �.r�►� 34 Q REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS 84 PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE vn 33 OPEN SPAC OF THE OWNER OR THE ENGINEER. 15. EROSION CONTROL: All slopes required to be planted shall be provided / / PARCEL I with rosea ice plant (or equal) ground cover at 12 on center. Slopes 32 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES exceeding 15' in vertical height shall be planted with approved 1 trees / / PM 24387 31 SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. spaced not to exceed 20 0 on center or shrubs not to exceed , or a , 30 TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT o combination or shrubs and trees not to exceed 15' in addition to a grass / 4 / Pte, � ����� 29 THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL N mix or ground cover. Slopes exceeding 4' in vertical height shall be provided g 6 / 27 28 PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER a with an in-ground irrigation system. Slopes equal to or less than 4', may ♦ 3 7 $ / 26 LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR `0 be irrigated b hose bib located at the to or toe of the slope, spaced to C� 9 25 �C) g y P P P P�CE� � -~- 10 23 24 THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. make use of a hose no longer than 50' in length. The irrigation system shall be 2 ♦ tr 11 12 13 14 15 16 17 18 19 20 21 22 C VPk provided with an appropriate backflow device per U.P.C., Chapter 10. PAA 243137 1 ♦ u ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY a� 84 p►�E- AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. 16. All grading shall be done in conformance with recommendations of the P.Aa 1641-5-20 OPEN SPACE �.� 9 9 updated soils engineering report by Geo Soils Inca dated January 27, 1998. OPN8 PA 9 ` ��- - ��- �" � CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL Two sets of the final compaction report shall be submitted to the REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. C Building and Safety Department which shall include foundation design recom- _ter w mendations and certification that grading has been done in conformance with the �- recommendations of the site investigation report. `c 17. If steep sloping terrain occurs upon which fill is to be placed, it must be cleared, keyed and benched into firm natural soil for full support. Preparation shall be approved by. a suitably qualified and registered professional prior to placement of fill material. N O 18. All grading shall be done under the supervision of a competent soils LEGEND-. &F 8BR V/AT/DIESYMBOLS CID engineer who shall certify that all fill has been properly placed and who shall submit a final compaction report for all fills over 1' deep. TIC. TOP OF CURB 100 EXIST, CONTOUR 0 F.L. FLOWLINE ELEV, 100--, PROP, CONTOUR 19. Final compaction report will be required for all fills greater that 11. TG, TOP OF GRATE PROPERTY LINE o G.R. GRADE BREAK DAYLIGHT LINE Cn 20. A suitable qualified and registered professional shall submit tothe F.G. FINISH GRADE �..f.:,:? �Ye tl SHEET FLOW RATE UJ Building and Safety Department written certification of completion of rough grading in accordance with the approved grading plan prior to R.G. ROUGH GRADE GRADED SWALE F.S. FINISH SURFACE �- CENTERLINE Q requesting inspection and issuance of the building permit. Certification shall include line, grade, elevation and location of cut/fill slopes. INV, INVERT OF DRAIN �°�Q __ SWALE HIGH POINT P. PAD ELEVATION FLOWLINE 21. A suitably qualified and registered professionalshall submit .certification F.F. FINISH FLOOR ELEV. SUBDRAIN of building pad elevation. Where specific elevations are required, the elevation (with respect to mean sea level) shall be given. If an elevation G.F.F. GARAGE FINISH FLOOR _ AREA DRAIN 00 with respect to adjacent ground surface is required, the actual distance B,V,C, BEGIN VERTICAL CURVE , uhf ,� ,>,j TOP OF SLOPE Ln 4 V E.V,C. END VERTICAL CURVE ?_<�; ;_.'1 TOE OF SLOPE o above the adjacent ground shall be given. ., P,I, POINT OF INTERSECTION RETAINING WALL o 22. A suitably qualified and registered professional shall submit to the Building and Safety Department written certification of completion of LIP. EDGE OF PAVEMENT FIRE HYDRANT �, � final grading in accordance with the approved plans for all grading LEGA DESCRIPTIONS T.W, TOP OF WALL ELEV. E ---� STREET LIGHT w designated as "engineered gradind'. T.F. TOP OF FOOTING ELEV, SOUND OR SCREEN WALL CK 9 9 9 9 „ LOTS 4, 5, 9 & 40 THRavcH 82, INcLusINE of TRACT Ivo. 23066-2, 2.5 D.F. DEEPEN FOOTING DEEPENED FOOTING w 23. The contractor shall notify the District Building and Safety Department AS FILED IN BOOK 315 PAGES 73 THROUGH 78, INCLUSIVE " L, LENGTH °� o °9F WATER METER ` ' `~ 15 DWY, DRIVEWAY ATH N at least 24 hours in advance requesting finish lot grade and drainage OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA LIZ g D E AY C C BASIN & LOCAL DEPRESSION inspection. This inspection must be approved prior to building permit q N,T,S, NOT TO SCALE flX DEPTH OF REQ'D OVER EXCAVATION o final inspection for each lot. ti P.U,E, PUBLIC UTILITY EASEMENT = 24. Contractor shall notify Underground Service Alert, two days before you dig at 1 -800-422-4133, TOPOGRAPHICSURKY SOURCEI CID AERIAL PHOTOGRAPHIC METHODS, FLOWN BY: 79 ROBERT J. LUNG & ASSOCIATES . S 2832 Walnut Avenue, Site E EARTHWORK ESTIMATE Tustin, Co.Co. 92780 �� �'o �y GOU��'cM��.$p,���Y ^ '�,_. .• 714 832--2077 A K � (EARTHWORK QUANTITIES FOR PERMIT PURPOSES ONLY) DV-pANG P . 0.{ w 8 P Rpv {,���„ 'fi P e ti`, 6 4 n enY. w TOTAL CUT....................2 300 C.Y. ,�wE° 0" �giVN via ` ' R of th'se 9\601°v�'�`�utfil�cnP ��' 0 100 200 400 600 800 �� ,�� ��HAwK �,rri �i, �c TOTAL FILL 2,300 C Y Pppipo "00 ors01 � . W � NOTE : .................... p$rt��4is�` Kept a ., �- she ne�,,A PETRA GEOTECHNICAL, INC. � RICHMOND AMERICAN HOMES THE ABOVE LISTED QUANTITIES REFLECT THE ENGINEER'S ESTIMA7�E OF THE ACTUAL VOLUMES 104 WEST GRAND AVENUE, SUITE A 7620 Commerce Center Drive, Suite 103 SCALE= 1'=200' SITE OF MATERIAL CUT AND FILLED. THESE QUANTITIES ARE FOR ESTIMATING AND BONDING z D IAL TWO WORKING ESCONDIDO, CALIFORNIA 92025 Temecula, Co. 92590 PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES BEFORE DAYS BEFORE (909) 699--6193 -V-ICINITY MAP (760)745-1605 - FOR CONTRACT PURPOSES. SHRINKAGE, SUBSIDENCE, AND ANY REMOVALS ARE BASED ON YOU DIG YOU DIG "'T'S' FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITION DURING CONSTRUCTION MAY VARY. TOLL FREE 1 -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT z SEAL-ENGINEER H'U'NSAKEii R & ASSOCIATES BENCHMARK: IP NO, 010059 SHEET N0. m w s M Q�oFEs�SA, AA IRVINE INC BRASS DISK STAMPED RIV. CO. SUR. T-27-81 IN CONCRETE COUNTY OF RIVERSIDE ry FLUSH ±0.3 MI. WLY. OF BUTTERFIELD STAGE RD. t 12' W. OF 1 �►Uo0(�s INLAND EMPIRE REGION AN ASPHALT DwY. t45' N. OF C/L RANCHO CALIF. RD. IN AN .... 1 N 2900 ADAMS STREET, SUITE A-15 UNIMPROVED AREA t2' W. OF UTILITY POLE #1751190E TRACT ND. 23(�C6 2 RIVERSIDE CA 92504 (909)352-7200 ELEVATION = 1230.56 PRECISE GRADING PLAN w NOR 58020 68 p?or " PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS PHASE 3�-6 LOTS 4, 5 ,9 & 40-82 4 The private engineer signing these plans is responsible for ossm►ng the accuracy r a O F S HTS. and IzMtabilo of the design hereon. In the event of drscrqvancies arising after PREPARED R.C.E. N0. 58020 I sill CIV i� � FOR W.O. COUNTY county approva or dunng constructrorl, the private engineer shall be respon a MARK BY DATE APPR. DATE � F vF �Fo`I` � SCALE. for determining an acceptable solution or revising the plans for approval by REVISIONS C Au 2002 FILE NO. o the county. ENGINEER COUNTY 58020 DATE H. AS SHOWN V. AS SHOWN 0076�230fifi2 PAUL UD 0 , J . . . rtrm »r LOT LA0. T.G ELEV. g" SPEED--D--BASIN N.D.S. No. 20 (GREEN) Q�\�< (SEE PLAN OR APPROVED EQUAL ii � M/N. F. 5' MIN. P.L. 12' TYP. (10' MIN.) F.L. TOP/TOE OF t� 6" A.B.S. PIPE RISER F F 3' MIN. 1' SOLO PEANHOWN 3 MIN. P.L. 6"X.�X3' TEE OR 6"X3' ELBOW AS REQUIRED �} C ��' 5 MIN. F� z zUj F.L. 10 7 5 3 � -.' 3' MIN. Z 2' MIN. 1 1 ? 3" A.B.S. PE NOTE: FOR BINDING F.F. ELEV. J PAD ELEV, '- w FIREPLACE A.B.S. TO P.V.C., m o CONTRACTOR TO INV. ELEV. USE WELD-ON 194 /I 2%MIN. _j J D (SEE PLAN) SOLVENT OR EQUAL A B *2:1 MAX.* �° PAD ° 6 MIN. © 2%MIN. ELEV. \ 6"MIN. 2 1 M,q PAD m *2:1 MAX.* PAVED DRAINAGE SWALE LANDSCAPE AREA DRAIN DETAILw� ELEV. 6"MIN. 4 �•.� �� 1 Nor TO SCALE IYG.7F.F; ELEV. B.S.L. 6"MIN. G.F.F. ELEV. 12 MIN, 4%MIN-20%MAX for 3' ELEV. \ ► 2,7 M then 2%Min-20%MAX. qk 12"MIN. \ ¢ * EXCEPT BERMS LESS THAN 1' HIGH 2%MIN. 20%MAX. EL MAY BE CONSTRUCTED AT 1 1/2 TO 1 CONSTRUCT 3' WIDE X 4" THICK P.C.C. DRAINAGE SWALE SECTION A -- A SIDEWALK o v v .° SIDEWALK v SECTION POD D Of CURB FACE CU FACE^ � � CURB DIRECTION OF FLOW N.T.S. le0HOLE CORE TYPICAL LOT FINISH GRADING PAVED SWALE PLAN VIEW DRILLED IN CURB I SET INVERT OF PIPE N.T.S. N.T.S. 112- ABOVE FL. GUTTER _, ,r-A.B.S. O P.L. PAVED SWALE DETAIL S=0.01 MIN. 1. SWALES TO BE CUT IN AT 1% MIN. 5' MIN. 5' MIN. 4 N.T.S. AT ROUGH GRADE AND PRIOR TO F.L. F L (TO BE USED BY FIREPLACE WHEN DISTANCE TO P.L. OR TOE IS LESS THAN 5') AREA DRAIN CURB OUTLET DETAIL BUILDING CONSTRUCTION. 1 " w 3 MIN. 3 MIN. w 2 NOT TO SCALE 2. A PAVED DRAINAGE SWALE � EXTRA DEPTH 6'6" z CATCH BASIN & PIPE , OR OTHER OF FOOTING T4 6 SIMILAR DRAINAGE DEVICE IS o BE DIMENSIONED o REQUIRED WHEN A STOOP m ON PLANS I -' FIREPLACE OR PORTION OF 1.0' OR m THE BUILDING EXTENDS WITHIN I LESS MINIMUM ESTABLISHED DRAINAGE PAD 6'MIN. SETBACKS. ELEV. \ ° 2%MIN. " *2:1 MAX.* PAD 6 MIN. _. 4 3. SEE STD. PLAN 101 FOR 12"MIN. 6"MIN. ELEV' a DRIVEWAY APPROACHES. , 12"1 AIN. o Z 2%MIN. o c z c 3 2:1 MAX. ''- 4%MIN-20%MAX for 3' P ODUCT40 PRODUCT 40 PRODUCT 40 II then 2%Min-20%MAX. 4Q' 40 '� * EXCEPT BERMS LESS THAN 1' HIGH WMIN. WMIN. WMIN. p R/W MAY BE CONSTRUCTED AT 1 1/2 TO 1 1 2 WMIN. N 3, IN--GROUND UTILITY HOUSINGS X y, �a P- 000.0 P= 000.0 P= 000.0 (WATER METER, CABLE TV ETC.) SECTION B B FF= 000.5 - FF= 000.5 - FF= 000.5 F UNE SWALE 1% MIN. TO BE INSTALLED FLUSH TO ALLOW h � '� WMIN. I PAD UN-OBSTRUCTED DRAINAGE S a 1 4 PER 1' S'MIN. WMIN. v �--#- 2��, GFF= GFF= Ln 2 h 000 0 000.0 000.0 L a_ SOD 41F USED) SHALL BE INSTALLED h X WITH SWALE TO ALLOW UN-OBSTRUCTED DRAINAGE '7 'r'` FIG. NO. 2 UP TO 5 1 P L co ao o MORE THAN 5' h/2(MAX 5') '- NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W co TYPICAL UTILITY DETAIL 2' r 2' F.L. w o NTS12 TYP. z N 1. SECTION "A-A" APPLIES WHEN THE SEE NOTE #4 10' MIN. : 2559 SQ.FT. 2888 SQ.FT. 3263 SQ. . � FT DIFFERENCE IN PAD ELEVATIONS LA_ EXCEEDS1.0'. HEREON o 2 STORY 2 STORY 2 STORY 2. SECTION "B-B" APPLIES WHEN THE BERM To BE m 3 CAR GARAGE 3 CAR GARAGE 3 CAR GARAGE o DIFFERENCE IN PAD ELEVATIONS IS REMOVED 00 1.0' OR LESS, & THE EXTRA DEPTH TOP OF SLOPE----,,,,,,,., PAD 1 SHOWN ON - 5$ MAX ELEV. 6„M�-IN-- , e i OF FOOTING IS SHOWN ON THE12-cl.,GRADING & STRUCTURAL PLANS. PLAN - "' TYPICAL HOUSE TYPES - PRODUCT 40 3. IN NO CASE SHALL THE SWALE � " SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAILS FLOWLINE BE LOWER THAN THE 4%MIN- O%MAX for 3'$ 12 MIN. V) PLANTER AREA TO SLOPE AWAY BOTTOM OF FOOTING WHITHIN then 2%Min-20%MAX. NOTE: FOOTPRINTS PLOTTED PER PLANS DATED FEBRUARY 5, 2002 > FROM FOUNDATION AT A MINIMUM 5' FROM BLDG. LINE. w OF 2%. PLANTS AND SHRUBS SHALL 4. PROVIDE 5' WIDE BY 1' HIGH BERM �� 3*- BE PLACED SUCH THAT THEY DO NOT IMPEAD THE FLOW OF DRAINAGE OR EQUIVALENT ALONG THE TOP OF SECTION o AWAY FROM THE FOUNDATION ALL FILL SLOPES OVER 5 HIGH. FINISH FLOOR TYPICAL REARYARD GRADING PAD 4"y_ PROPOSED WALKWAY p 2% � M ___-___-w -�- 10 o0 N GRDUNQLATER DETAIL NTS G•�� ��• PRODUCT 45 29p NG zr----113 o Z -� P= 000.0 W PRODUCT 45 PRODUCT 45 FF= 000.5 PRODUCT 45 WMIN. 3 v _1 LJ WMIN. 1 5'MIN. 2 P= 000.0 1 -J p t P= 000.0 c FF= Ooo.S - - - - - - Z aPICA LEVA T/DN IFFER C FFA 000.5 FF= 000.5 �- .- C, 00 '� 0 WMIN. I Q 0r TDP OF CURB GFF= �w LLJ WMIN. 5'MIN. 000.0 z. GF - GFF= F `' ¢'� o 000.0 000.0 F-- 0 0 0.0 k� tls��0000 TZ Z Z U CC TOP OF SLOPE '00 '00 "90 %,���,�' GFF% �,S o� o� F��`I ov/ w GFF= 6�5Tr,� ,�`w� ..-.. ._. ��N�aF�� ��.�"•• ,�, .�., 000.0rN � - - �,�� e6,0 w�ovi's TTU ov 0 -'s 2713 SQ.FT. 2939 SQ.FT. 3340 SQ.FT. 2 STORY 3 CARY 2 GARAGE3 CARR GARAGE y�po � H 3 CAR GARAGE �,6, �9" r TOE OF SLOPE H/3 BUT NEED NOT .�t{ol� A w EXCEED 40' MAX. e��`�to��a��`�� DIAL TWO WORKING - - � ��,v BEFORE DAYS BEFORE TYPICAL HOUSE TYPES �- PRODUCT 45 o• 0 YOU DIG YOU DIG SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAILS TYPICAL COURTYARD DRAINAGE, PLAN 3, PRODUCT 45 NOTE: FOOTPRINTS PLOTTED PER PLANS DATED FEBRUARY 5, 2002 TOLL FREE 1 -800-227-2600 NTS A PUBLIC SERVICE BY z z UNDERGROUND SERVICE ALERT z� M SEAL-ENGINEER `° wW:, HUNSAKER 8C ASSOCIATES BENCHMARK: IP N0, 010059 SHEET No. y .; IRVINE, INC A BRASS DISK STAMPED RIV. CO. SUR. T-27--81 IN CONCRETE COUNTY 0 F RIVERSIDE QRpFESS IO ` ", } w1 FLUSH f0.3 MI. WLY. OF BUTTERFIELD STAGE RD. ±12' W. of � o NUDo�F � �4w D EMPIRE REGION AN ASPHALT DWY. 145' N. OF C L RANCHO CALIF. RD. IN AN .� 2 p ��wvQ� soy Fti k , / TRACT N0. 23066 2 2900 ADAMS STREET, SUITE A-15 UNIMPROVED AREA f2 W. OF UTILITY POLE #1751190E N a (� RIVERSIDE CA 92504 (909)352-7200 ELEVATION 1230.56 PRECISE GRADING PLAN No. 58020 m PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS _. ._ o The privlvte engineer signing tfies'e plavls is responsrble for awurir►g the OCCU y r EXP. 6/30/fQ PHASE 3 6 LOTS 4, 5, 9 & 40 82 of 4' sHTs. p and acceptability of Nie design hereon, In the event of dIscrepancim arising after �� ° ��- PREPARED R.C.E. N0. 58020 county approval or during construction, the private engineer shall be ronsible �\ �. c I v t o�� FOR W.O. COUNTY o MARK BY DATE APPR. DATE of CALF 2002 SCALE: FILE NO. for determining an acceptable solution or revising the plans for Opp wd by REVISIONS H: AS SHOWN V: AS SHOWN 0076--230662 the county. ENGINEER COUNTY PAUL HUDDLESTON, JR. R.C.E.5 020 DATE y ESTIMATE OF QUANTITIES NO. DESCRIPTION 1 LANDSCAPE AREA DRANV PER DETAIL ON SHEET 2 9 •� ` / / 2 CUM WW PER DETAIL ON SLEET 2 I / 3 ,r A.B.& PIPE �- •6,3 OD-n 11 It / I fj8' Q�° . I 4 4" P.C.C.. COAKWW SOLE PER DLTNL ON SMM7 2 Or rn 1 49r QpCD i / _ ov /CT zCr / � �,�'► �Z a4 � P� �11�A� z� �y '� ���., ��� •,,o ��o ..�, 116$•5 s � z o � -- - . --•" � �� .r .cog >�� \ � \ /014 lop \v Qom° �� • G15m T 2. — c1, �o ���,�, s o��� , ��s , r � ;lop -- - r t eA ,� �� p_ �_ .��cjl `~�� �' `,, �' �, .�► a' e ��I 9.30 ��0 2�, ! 00 �� �`� 1� Jj, LSA � • '— �r � � 1 // '�+ � •p � . .00 y, � � � p F• � . .p \ \ >> ? r ,,� -ate ,, ! bi 000 F. % .�s •�N \ � o pro. ,� \� fir, 2 v � ` ` • �� p � v, -°�� � -� y •�� \ .70 % °��,. ., \ \ _ % j 1177. \ a, It--� — -.1• -r`` 1E�!.'G \!� 118 , �► c? 01 co ! CL OR , 116 '>j cp ry 01 4�e1• ` .cam CPQ . \ \ � 'p -1 G \ \ �t °'cr 2 �7 a� '�: •NSW Od T t V e F,$ ,p �` `� f! 8¢ F.G. 00, co % •� 4• 10 r \ II c r+ i \ is ° OP op oc, 281.5 1 o o OO t ,� s w o ���c ,� O� '�► •„Q, •� 12.1% Nl ,t\ �,` Q'0 .+ F. j�� / Opo \� ,� ti Ld fro cT cPc�\\ r .. �, A . to � © \ \ A`n � "� � � y � gyp• , 1 / \ Q • mac.,; \ N �� / F. D.F. O �,.t\� �. � \ p \ cv 11AN >. 0 11-1 \ te- , 6 1% MiN \\ J� \ �� 6c� ' \ ` ��♦� �p�, as % 10 V ` o� / \ \ , \ •. \ �, \ ra •, Z •I, ea 186 1 \ o 1184.3 �� a' /� �,. ..� C 1r r ! �G• f f9f.1 119F. N S6+ � \ � •~G � �� N�► ` � �:S � 4' .O �' 1�'� F.G. \n r \ - °w' i�w �'' / �. O �ti / \ •� \> >sy ate. � •.� � �< <� r � 31.5 � \ y?o °�`� >> � .� � �= �� � / ••,�, � � 9.a'1r+ .� ,� } r anti%4 \ •�� D.f' ,� [L •,♦ .+ w v+ ,� D.F. .n \\ t \ 1 �i ° 6> w ;% \ � � � V � � � \ � ! 'i�` � o \y� •s \ �. ` • It V %`•:\ ` >> �, �' p0 • .N G.B. '1� 6f 4, j v F `� >g�p ` `. : 1193.5 \ D \ \ r o 1 R QO O, Oo �� F[.-., >► �r93 F.G. \ r, \ t 1 1 1`�° NAN• 'mac , .r'' y� 1 / p�\` \ v 1r LLI op 1 \ Q N o Ln 10 P11 u \ •E\ ,� �� S �� � •\,�'\in � 1x1 �' X192. 'T♦'` � \ ` . 40 or OAN -i D.F. � �r \ \ `ti � Oso ° zA 0 15 30 60 90 120 A �r� \ � TWO WORKING ++_ � '� •6'� 000`' �� DIAL /> SCALE: 1 =30 \ � P . / 7n BEFORE DAYS BEFORE ' °so, YOU DIG YOU DIG TOLL FREE 1 -800-227--2600 D.F. / \ D1NG�5M� o � A PUBLIC SERVICE BY 1y ti PpROv v ed%0 F33 SEE SHEET 4 E ,;�• be nota UNDERGROUND SERVICE ALERT �' REvti�w oe , Gon r'y a i '�s3! my y0olax,5.Thsa thea P ��oS, r4y 1�`N tion• z SEAL—ENGINEER I HUNSAKER & ASSOCIA'T'ES BENCHMARK: IP N0. 010059 PerOro\ °#`"�� �'`��EET No. m Ke,Pt a�'t ESS I IRVINE INC A BRASS DISK STAMPED RIV. CO. SUR. T-27-81 IN CONCRETE COUNTY OF R V E R S I D E ",ins �4 H F IOF EMPIRE REGION ANUASPHALT MDWYi. .45� N.OF�C L RANCHO FIELD ECAL R RD. N• AN — J cc°o 2900 ADAMS STREET, SUITE A-15 UNIMPROVED AREA t2' W. OF UTILITY POLE #1751190E TRACT N0. 2306E p to _ 1 B k RIVERSIDE CA 92504 (909)352.7200 ELEVATION = 1230.56 PRECISE GRADING PLAN e EXP: 61300IM PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS PHASE S-6 LOTS 4 5 9 40-82 The prrrnt engar sw�irnrrg prate Iespar.�r assurrng aacur�xy p i OF SHTS. o f° PREPARED BY- and accepter of the deign rear. �n me er6rrt of ak�crgoonci6s after ��► �r R.C.E. NO. 5 02 aalady � Or ding cam, the Mede Qrrgineer ►be m*msbk 1r cIV I4 �� FOR W.Q. COUNTY for� g an a* sAtbn or�9 the pkmfox t by MARK BY DATE REVISIONS APPR. DATE F of CW f ''ie GALE: FILE NO. o the cam* ENGINEER COUNTY PAUL R. DDLESTON, JR. R.C.E.580 0 DATE H; AS SHOWN V. AS SHOWN 76-230662 r: lqm�r goolv & ESTIMATE OF QUANTITIES 0 �� NO. DESCRIPTION r LANDSCAPE AREA DRAM PER DETAL ON SHEET 2 2 CURB OUTLET' PER DETAIL ON SHEET 2 A.B.S.AB. PIPE ' O 4 4" P.C.C. CONCRETE SWALE PER DETAIL ON SHEET 2 L t its / w 3 9796 � o 1197.g � / '1 FG/ A,QD / 1197. H.P. o0 1 719 19 9 ° ' s 1194.8 21 67 .NV 119 F ?8 / 200.8 Q• 07,1 G' o .'� A •� 11201• ~G'6 / 6 6r 1196.8 c0j /� 0 / S , F.L N G. G'l� 77 9 / RpO�cT i M.P. 79 0 1 / v+ --,1 cap / // _ F• ,c,r98G9�6� v�`co FLg 9 / ,N •`�, 7 202�S° c0j 9P G 0. F°,�G` /719 ma � � °' f194.G.B 1204.7797 7913HP.r s, Jct •6 7 CFF. \ / F. �, S p- 795 s 9SQ // --� 720 6'��.F p.3' FFA 77 0.5' S S$ •�;� in --- F S• r 2 2Q �, 193� oo. '1 ,�� -�; / •c.,, o / 0.5 720 4 / 3 Oo •-n� A � ,w ti _ JS 9� 0' Gi / `rpt 8 ti 60-%,S zw�j-'.70 7 QCT Q h 7cFF-GB �� p, o Er as F.L.-G. c F ,cb 6 S 63.3 '" t-.,' '�` '6 G. , ., \ / 7 FF- F� F.G. �• 20¢ 72 �� 7 � A 3� � oa (,' ,9 `1' \ -�� // FS• � �r •� � 069 oo � i ��12°$� 17 / 79.> Fes-0-� cc / / /'� '� 12x73.3 �` � . a� � `' F G• o� F. 7 9s SuT, 60S car F•L.�G.B. cF�. !/ •, ARO 79. 6 �/ -Vol "r• Q ,�ti9g6 �' \ 9 / �' 0 720 � 064 ° / � j 4S / '� 6y5 � � F � '.' / F•�� �` ' ti \ �► �•� S,¢ X205 `'' / F � r / � 0 ° sem• '�� y�O o. ti og. e sr 2 a E�S ,rr`�53 /•o D AR 79�•S �- a 1 cFF- 3 1200. 6 / / c� ��` G 9 .�, '- °� l A •� 1121 D. rr 0 /ro 4 DQUC 0, S , 99 ° g �' Sp \ c-c 7 �' RDD H.P. / v oo `� _ •8 / F. �~ VIV / / 67 Sp, / c7 w - ` / _ �Cj 4 6 y ► i _ O s w �. ,r / c�F �� so N 1 f .5 97 r► A- r� 7202 rr9�� . D•F•A �r7p � �2 ' / • 2r . o9 � N 00 �-� : � ' � .� 6p 'va � [.tib - •�„ Cj � / p• � o_ 99.8 0 2 .B• � �' � Oti / tr► c� � _ �� r / •Sp, � o NG \ - 1270 r c1204- D. 0 �• �, 3s X15 sp 0.31 , 12 0 �� FF 12 �G•s 6 �, •w S0' p p r O2 4S 720 °' F�`' pS co / '� R �' �' AR 1215 \ / Rp 20 0 .�/ �• 4 0 d.9 67 1209.6 7�+' / ° DDC H.P. / 4 S IF / 'F -v /q \ Sp, F.L N G. / �'F,c� 27 j 2\ I G'FF "�/ (� / 72r 3 0 ° 4s /., g'� 6`3>s, 14 _ t- o0 3' FF r S s� .c� '`3` T ...1 N / S• ��,, >�r?r / s�' F� 21 Q5 ® CD 90 -.r' D•F• � 7 2Q4 F?SF�.tiGB � a. 1,27 S� �' ., o •• s0 � Ir Or 4 6 / ,,, . °� R / 12 7 r co yA / '� 2F'�• `� D�r,�j H.P. / ti9 ` 12 A r ° .B w c 22 I / �,. ,� \ / -'► 216 F,r� 72 7 ° yor'o r 3' A. cF cB r'"♦e•� / F• `� / `S6. 12 � o � ��� 50.35' c� 0. op•, 7 08 0 60 / / � FL.ti¢3 t .F •S o ARDD(/ / (4D F 00 20E•2 /o S p� -� �.� s c. n cj 4s ._ / 7 �, kP f / 1209• / " F• �r p 1221.3 Ln � 1 o.s 4 - ;'�_ °9 \ ..� ` ', 2179pp- o FF- 220 t o 20 ...� / -o / o.� 72 •3 o P a ® p.F 120 c,0.F o •� 7['FF_ 711 N, / /�/ / S' �; r 2Q$ d� RODUCT 4g (w '.0' yO,Sy • v� .� 0 S 270 F�1 GB1 4' ` ,; ods ' w 0.9' ` 6 / 6, 4 GBOf so' F. 76' c GAF © .z P= 1221.5 a j w •� - / F W FFA - ° o FF= -o 1208.3 °� A rjp V� 727 �, / 7?2 1220 ... " 1222.0 . C) d _ F.G / FF�727 0o s s� -P8 �. N y / ""'` a ss� •3 �L a` 1 � ?oB .�• 7 0 /o r �Q y F S• 0 • - G N / ` (iCj •7 FF $ �'' �sp5 \ / G• 48 GFF= ?12 2 1221.5 1220 00_ 1210.6 •� A '6 ° G•� r \ \ • �, 7s 24. ,, -+ F�- _ � F.G. � � / 3 ''`•`( r� -�, ' �ypJ 3, q /� o o ti�+B \--► NO tC rn ,' z o , v F� �6 °�, ..� 1215.3 -.a. cB p•F - 121 ° ,. S 127 F- F.LNG.a. �`r' -.► A 727 2,6 / •3' 4, 0. ' �, 80.27 14M TG' w LLJ • 7 -�N s p s .�i / 0 F • 72 74 S o Fr?r • 2,g2, `'�. .'' f v� . . - �".---� w � �D. ,y -p, '?'�3 � ISO .00� �"'�e / -. ; •� � � ` "-- --`_ i . •."�- � �" ''' � 61 r2 w OS _ o / `-res / v 276 °• �• 1 •7 'o� 94, E 11 o 15 / A 0 tic g s /Q w Cy C �t o•, r ° ' F r B 57.11, 57.71 Q -. ua 220. `59- 7 279-_ I }� [� w �t G, � z p•0 /� 7 F S !� 1 Na1223.,E 'e GFF " • \ O r F- r 2r9 / •c.ti°� � 221.8 - P N _ 2x9.0 f'�F-O. I ~,tib G�• �' 0 1223.6 1 � -- � tiA�s .S I 122p_ F�'' GFF.�o°` GFF= NN 12.22.7 � 1224.4 .n D. °' I a _-% o. '1225'1 w � N \ - ° / FFA 220 •s N F. 2 R 3 \' s4 43, p 1221.0 P=: 1222.7 �" m` P= 1224.4 ;. oo, P 1225• \ ,. •. •' _ b Q° -� CT 4s FF-1223 2 -� -. 1 -� FF= 1224. I , � � °•1 � 12 _ _�� ± .. PROp(JCT 45 0? PRODUCT 45 D.F. ODUCY r�2�`8 N C7 0 15 30 60 90 120 _ DIAL TWO WORKING -� X533, NN �? j �' Ir!' _•� w- _� BEFORE DAYS BEFORE YOU DIG1"=30' 12HP 4i � YOU DIG SCALE: _ °° TOLL FREE 1 -800-227-2600 67.32' 5.71' 68.64 A PUBLIC SERVICE BY .� R" UNDERGROUND SERVICE ALERT 1223 2% O r z SEAL-ENGINEER ° . BENCHMARK: IP N0. 01 0059 0�ZpHUNSAKER �8c ASSOCIATES4, :. . . mayM�„ IRVINE INC A BRASS DISK STAMPED RIV. CO. SUR. T-27-81 IN CONCRETE COUNTY OF R I V E R S I D ` �a .� qR L \ ��� FLUSH f0.3 MI. WLY. OF BUITERFIELD STAGE RD. ±12" W. OF %_ QMH y'p HuDO F l AN ASPHALT DWY. t45' N. OF C L RANCHO CALIF. RD. IN AN ... t� mow , sr • D EMPIRE REGION AS HAL TRACT N0. 23066 2 �Q� o 2900 ADAMS STREET, SUITE A-15 UNIMPROVED AREA t2 W. OF UTILITY POLE 1751190E or ` o� pq a `fib ��j 4 RIVERSIDE CA 92504 (909)352-7200 ELEVATION = 1230.56 PRECISE GRADING PLAN $ $ W �P. 0/w m PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS j � PHASE3-� LOTS4, 5, 940- ���`� 4 The prate engineer signing these plans Is responsible for assuring the accuracy � a� � 0 F S HTS. o and acceptability of the design hereon. In the event of discrepancies arising after t` �`� PREPARED R.C.E. N0. 5,8020 FOR W.O. COUNTY county approval or during conshdion, the private engineer shall be mrmsible MARK BY DATE APPR. DATE \ F IV I o FILE NO. 6 for determining an acceptable solution or revising the plans for approval by REVISIONS CA��F SCALE: AS SHOWN AS SHOWN 0076-230662 the county. ENGINEER COUNTY PAUL R HUDDLESTON, JR. .C.E.58 20 DATE H: V: fir' ,