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NOTE: Localized LotGrading
<br />to be done by Building Contractor -
<br />WINTERIZATION NOTES
<br />It is the intent of the Owner that lot erosion and
<br />N ailt entering the Storm Drain System be kept to a
<br />i minimum. Therefore the Contractor shall:
<br />N 1. New Catch Basin or Storm Drain Laterals will
<br />be sealed with sandbags or plugged until the
<br />roads are paved, if there is a danger of
<br />rain. Ponded rain water will be pumped to
<br />BLDG, PAD I future Unit No. 4.
<br />I� w BL9 2. Prior to acceptance of the project, or the
<br />42.2 LU e. p 8 s onset of the rainy season, whichever comes
<br />F first, the Contractor will:
<br />N
<br />(Id,r, Pad Elevator, a. Plow or rip all lots (within the hinge
<br />line) to a depth of 4 to 6 inches.
<br />(building pad area only)
<br />. c,' HINGE LIIJE
<br />DUST CONTROL NOTES
<br />0 Pp 9 �2e N I 1. Dust control is .the Contractor's sole
<br />-Z/,7 e responsibility when working on-site. When
<br />_ the project has been released to the utility
<br />3 .46 VINES x x 38.75 x 38.44 x 38.15 x 38.37 x 38.56 x 38.61 x 38.47 x 38.28 x 38.00 x 37.96 x 38.17 37.54 STREET companies, the Contractor' a responsibility is
<br />G G G G G G G
<br />G G G G G to water the site Tuesdays and, Fri -days. The
<br />3 .52 VINES Ix x 38.49 x 38.69G x x 38.41G x x 38.67 x 3829G x 39.27G x 38.04G z 37,86 x 37. 40.50 -4�° TYPICAL CORNER LOT GRADING above work shall be included in the bid. The
<br />38.50 G x 38.59 G 38.54 G
<br />31.69 VINES x G x 38.85 x 38.74G x OG x 38.56G x 38.52G x 38.8OGG x 38.53 G x 38.45 G x 38.28 G x 38.41G G x G G x 40.53 �cc--As NO 5CALE Contractor shall also water the site, as an
<br />G x 37:81 G x 37.61 G x 37.98 G x 37.80 G x 37.73 G x 37.58 G x 37.37 x 37.277G x "3�:fi3 G
<br />G CONST. MASONRY RETA1N IN� ALL NOTE: OHO NSIONS ARE TYPICAL NLESS OTHERWISE extra, when requested by the County or the
<br />SEE 110TE A OF GOMtT. 14DTES 4 DETAIL STREET SHOWN ONTHIS PLAN. Owner.
<br />3 .85 VINES x x 36.7 38.75 G x 38.51 G x 38.34 G x 38.27 G x 38.17 G x 37.83 x 3 x x TYPICAL PAD 2. All motors shall be kept properly tuned and
<br />x 39.58 G x .44 x 39.58 G x 39.42 G x 9.97 x 9y x 9.84 dg x 40.10 x 39.84G x 39.96 40.06 G
<br />VINE G u� 13G \'� �9 �° NO SCALE maintained.
<br />IMI1S I SPREAD EXCESS EXCAVATION 39.5 39.7. 39.8 60 59- 5$ p 3. Earth moving aotivities shall cease if wind
<br />�� 1-Q8, IL. exceeds 20 mph.
<br />90VINES x Ogx 38.99G x 18.99,
<br />G I x 3.14 G 92 91 90 y°GC - I C 1 7 4. On-site vehiole speeds shall be limited to 15
<br />yCb• x 39.39 G x 39.55 G 14INGE LINE 'S° 04
<br />AAMPE x 39.72 G x 39.72 G x x x 39.84 G r x 39.90 G L��O 3 I 2'
<br />PU 39.75 G x 39.64 G 39 95 G \Q h
<br />x Q 38.82 G x 38,fj6 G x 38.40 G x 3 .35 G x 38.17 G[fG
<br />7.98 x - x x-77 5- tt�� 1 Q �,
<br />21 77 VINES x GA 38.66 G x 38.75 G G G 0 N �"S� ay VAR/ES 0+2 Yo D. (o
<br />0 39.46 GUY 7o, P.U.E. S� GRADING NOTES,
<br />EX7sT '
<br />PP 39.36 SPT 0 Hp 8p� -_ e _� 6ko v0
<br />RIVERWOOD DRIVE ge' s"e' t� sB 3 .97 38.55 Gx - 38.13 FL 37.95FL hRD 1. A11 earthwork, grading and other construction per
<br />FUT G x 38.09 G 38.60 CL 3. 91ROD these plans shall be done in accordance with the
<br />FUTt1eEL�T ITS - - - L 9/de Geotechnical Report prepared for "WINDWOOD
<br />NOTE: Af Redr SUBDIVISION" by Anderson and Associates, their
<br />3 86 VINES x 38.82 x x 38.41 x 38.28 x 37.83 x 38.02 x 38.08 x 38.20 �? x 38.21 x38.35 G W x 37.59 G 38.07 FL 37.95 FL 38.17 SDMH
<br />38.68 x 38.54 99 0 LOf L/2S �// �7 Pd4
<br />� G G G G G G G G at�Ao G ESR 1a E x = x= � 7 y . file number 69118, dated May 8, 1991.
<br />ZC� I o o - s e' - - - - - - . o.) 2. The Contractor shall coordinate his work with
<br />ti 1o• P.U.S. 10, P.U.E. SEcT/o R -R
<br />ye. _ °! �)� N pd Sl` hof L/iJ� Anderson and Assooiates to insure that adequate
<br />N. T. 5.
<br />compaction testa are taken. The costa of re -testa
<br />tar��� a t�G eo�2�s Butted to county to venf compliance withsolls rzport.
<br />39. i �6oT0 `/A I III a II I I shall be borne by the
<br />Contractor. Compaction tests to be
<br />Ix- x 38.4 x 38.27 x 39:01 x 39.07 x 9.22 x 39.211 x 39.68 x 39.54 9.21 39.16 x G1.00 x4119G 75 III I 3. All subdivision grading shall conform to U.B.C.
<br />58.9 VINES x 38.66 G G G G I G G G {
<br />G 189 99 -O•0 I I (1988) Chapter 29 and 70.
<br />'� FUT RE DEVE OPMENT, (UIVITN0,4) 93 I °! _ I I �nNST�arTlnrt NOTES
<br /><�VFOC4 392 �_ _ 50 - I A k 39.5 I 1. Developer to eonsY. 2' masonry retaining wall, or
<br />3 36G x I ff sacura written parmisaion from adjacent property
<br />3 .02 VINES O " \97 A 38.( \` x 41.05 G x 41.15 G G ' J litl L1� . / - 0'
<br />owner to overfill.
<br />x 38.90 x 38.14 x 37.9 x 8.12 Q 69 -S .76 °�• 8.90 x 39.06 x 39.03 8.63 p
<br />17 �I G G I G \ IN 6 7� 95 G �7 G 94 I� 6 I 88 396 C I I 2. Remove standpipe and underground irrigation linea.
<br />NE " G G 8. G I For bid purposes assume one irrigation line to
<br />q , 76 I I well at Lot 118.lFUtUv2 LO}�
<br />O1 7 38.8 39.0 3. Compact all building pads to 90% R.C.
<br />38. 7 VINES k � �m q 39.38G
<br />36"6 AND 39.58 cn 38. s WI RIFT COURT I N/ x 40.72 G I x 39.95 I I UNIT
<br />7 �` /T 7 �7 7
<br />PIE P SHED L1J I x 38.71 x 38.6 A °4 x c0.46 G U 1 V 1 1
<br />43.78 S IP x 9. 1SHED J x 7.87 x 7.85 x 38.47 x x x 38.95
<br />0 8.60 x 38.94 39. _ G G 4
<br />3 .344 539 3 SHED A 4 G G �G G -o - ea° I0 39.4 to I J-
<br />LAJ96 ?%' gee 9 C
<br />i
<br />PP ® 392 2 9 �8m\ 2�4 �° 9�/ °!�`di 8% 3�4 ,�7 I NaGiyk'Y �C %Hi%Yi/`�cr WAIL W1PIE/Z FOCTlti'O
<br />39.30 40.59 G x 40.40 39.87 Q
<br />as „ .�. ! G \MAINTA/N ELEV
<br />x 38.74 38.0 x 37. x 37.35 x /
<br />x 38 1 x 38.51 x 38.37 x 137.86 x 37.75 x 39.0 \'- m 9 /�* G .52 v /�O I G I O
<br />c
<br />G G Q G G ' c c G \; c r\ c . 1 h 40.0 TO MATCH p
<br />W 38.6 ajw! \a �\o Ab' I 39.'2 3111, -,riST. ?SAR YA o w
<br />�, 3w 38.6 I , 86 x' 40.09 92 x 39.96 C - _ W 00 FC NCE P057
<br />d. 3 I 39.0 x 39.49 L , (6EE NDTE E) F'GCL N� GN7
<br />38.78 x 38.57 x \ .6 /x 37.71 G G o! 78 I " , �, i • - 1 G'%AL L�fPTH
<br />/ 37.69 x 37.61 c �cp G �� 99 °/ I� 10 I GY I A57iY1 C,90 �w P/ER �, or PIER
<br />x 38.60 G \� "3� z 3.D I I MASONRY C/N/75 7-
<br />38.09 G x x 38.70 G \ \ / I y i
<br />G ,/ 97, NIT 3 3$.6 38.64G 00 Am 2
<br />38.81 GATE x� �\ \ 39.36 G x 39.81 G x 39.53
<br />\ x I G c I L UPPER PAD
<br />GATE 38.17 G x 38.82 38.7 G I I c'\ 85 392Ii*rRJ:T?I`r "-
<br />3 39 GATE x 38.44 x 38.46 Y� 39,F G t ,
<br />E 79 I I � �Fd 6AV�R 32�QC;,
<br />GA TE
<br />. 0 G x 39.02 x 39 Z7 G7.74 G G \. 38.6 38.8 0 A kG
<br />a
<br />ts� I C - 3"�W�EPNOLE@ T
<br />40 8 BRIDGE 40.32 G ti �., 0 I I LEGEND 6' a.c. I,ovolD PlER1 I NOTES
<br />BRIDG 33 G G �% 39r 3e� OO I I o GRO T 6-55 HEAD m /TN RO 1
<br />0 �, 98 1 m �,�' 3r�o�cx 3s 77x �s.ss N Z � pRAVEL BACXF/CL f. AL! CELL5 TO B5,r71[ED
<br />RIDGE / F� �• x 1G 3s.G G 0/? AL7ERNA7/NG NO C[AY yU G U .
<br />A I - EXIS TING CONTOUR40. BRIDGE 3 8 G �� ` 9.02 38.4G �'� 3g2- (/L JOINTS POUR P007/NG OBJx 40.42rs \ G I LONER PAD ": 6'X I2'' CONCRE'7E0.27 BRIDGE G �� `°ogEXISTING GROUND ELEVATION (P'X/STGRouNO) w ' A0071NO C01V71NU0V5 ONO dACKF/LL P'OR TNOx 39.61 , 388 37. ' TPx 97 G 2 3�9� 0.87 G x 40.03 80 I I_ qne /il/N/MUM AFiFR /V/T/AL
<br />x 3 , G 38.45 G x 38.55 x 3 .s9 GI 40 s8 RACK OT 11ALK ELEVATION 4,-r44 d RS Fc/l1 ` aROL1T, / 3 x / G SEENOTE2 OF CONST� CONCRETE P007/NG 7V 1-6-57
<br />x 3a.as c �1aTEs DEPTH F P/6 -'R G- �""ORE/NfORCING 57BEL HALL
<br />G x 40.10 g'� 39.0 ?500 P5.1. M1N. 7B U9Y5.
<br />c �2 O C- ( I L P r n 1V POINT 1/,FION7 OF iYALG x
<br />3. G \ / • 83
<br />8. c x aosa - • REMOVE EXIST. STUMP
<br />9. G x 39.52 x 39.01 \ 3'^��I - I x .78 G d 41.38 G x 40.52 `IP HIGH POINT
<br />G 38. 0 G G
<br />G ��, x G8.48 3 38.9' x 39.18/ I 39� C - I 20 a% FINISHED LOT GRADE
<br />�37.7�} 38.30 G 38.73 G 89.0 ' 9
<br />G x G.% F FINISHED PAD ELEVATION
<br />/ OW 38.18 /
<br />38.02 10 102 / / �r>,? d\ 802
<br />38. G , x 38.54 \ L 37.61 DIRECTION OF SLOPE
<br />.98 G 37.71 TC ECP `\ C 38. G oa I? I °
<br />4 G / 38.01 TC g` \ 39.1 x / W G8.81 �� 1s sr, - STORM DRAIN LINE
<br />38.16 BOW \ I I
<br />x 38.84 •� ` 37.7360 / / x x 3970 0 STORM DRAIN MANHOLE
<br />8 8T 3.DTPC x G8.03 G �\ \ " 37.23F /37/17 FL 39.0 G G 8 I
<br />3 .53 TC SIDE, INLET CATCH DASIN
<br />8488- P.DIFC \` - C - ' 2 a
<br />/ / ' a 7 960W 8 1 /
<br />:^ &
<br />338. 9.8 0 G \ \� \\ \C i j /j x 38.96
<br />GS GRADE BREAK
<br />Gfi�
<br />39.99 G \ \\ / r, k 2
<br />9.
<br />3 _
<br />9 \� \ j/ C'-''•.::.� i7- / / rc T6P OF CURB �.
<br />12 C - J / 22 acR BEG IN CURB RETURN ��% c
<br />��
<br />,. ,.
<br />FL FLOWLINE
<br />C
<br />BAunr
<br />w
<br />NO. DATE REVISIONS BY
<br />DESIGN _ DRAWN 8Y 6.S. B.A.b. S A C H & PIAZZA
<br />E ENGINEERS GRADING PLAN
<br />'f E SURVEYORS
<br />PROVED�BY a/ I
<br />323 W. ELM $T..L10D1 CALIF.
<br />' G 95240 PH: P_09 -38'B' -881E3
<br />R.C.E. 7 �. ?� DATE L -/Z-9'7
<br />o - i
<br />A do GRADE 40, 5
<br />W ® P/4ER RE/NkORC/NG CAN 5S
<br />�'' CONCRETEP/6-f @ 670,C. 541e5717'41TE0 WITH A 3"IE
<br />SCH. 40 STEEL POST EM EDGE,
<br />FUCL DEPTH OP PIER 0 1442
<br />I'J•':I 6 EXTENDED 5' ABOVE WALL
<br />AOR' WNCE P05T
<br />WALL DESIGN W/TM NCE:
<br />MASONRY
<br />PI ER5
<br />T
<br />X 6,05 Y QARS
<br />0/4ME7E/Z DEPTH
<br />PIER R&iVA'ORC/N0
<br />8'
<br />/Z 5'-0"
<br />4-07B7R5 EXTPNO-
<br />90 70 70P Cf W191
<br />6 FENCE OUT5/0E' OP
<br />NxALL OR
<br />3mo 5CN. 40 57EEL
<br />FD
<br />N071P7NPOiT6��rrL
<br />SEE /9
<br />-a"
<br />24"
<br />8'
<br />;0d c§1- /0'O.C. �401m.'00,/?
<br />6 -6.
<br />f6" d = 6'
<br />4;'- 2
<br />5'-O'
<br />SECTION B -B
<br />it WIN DWOOD" SUBDIVISION
<br />UNIT N0. 3
<br />SUODIVISION IMPROVEMENTS
<br />SHEET ® OF �,-p )
<br />JOB NO, 8888-3
<br />FILE
<br />NO. G-1058
<br />
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