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HomeMy WebLinkAboutLot 70-74, 90-94 Precise Grading ESTIMATE OF QUANTITIES NO. DESCRIPTION QUANTITY UNIT A LANDSCAPE AREA DRAIN PER DETAIL HEREON. 0 EACH B CURB OUTLET PER DETAIL HEREON. 0 EACH T.G. ELEV. 1'-o" SPEED--D-TUFF GRATE LOT N0. C X A.B.S. PIPE 0 LF. (SEE PLAN N.D.S. No. 1212 (_GREEN) o SPECIFICATIONS 164 LF. OR APPROVED EQUAL Q�� f Mfly E ��RETAMIWM MALL � FENCE Al9i0W PER OEr�AMW WL PER MV CO. FOW 284-197 REV 1�01►i. 329 LF. GRATE HOUSING 15' TYP. (10' MIN.) 5' MIN. P.L. z REDUCER ADAPTER N.D.S. No. 1221 F.L. TOP/TOE OF CONCRETE. � I OR APPROVED EQUAL F� C � ��FL 3' MIN. 1 ON PLANPE PORTLAND PORTLAND CEMENT PER ASTM C 150 PIPE RISER PLASTIC TEE ��' 5' MIN. r z Z CONCRETE AGGREGATE PER ASTM G 33 NATE: FOR 8/ND/NG � � F•L. w � F.F. ELEV, e 3 MIN. z f c - 2000 PSI AT 28 DAYS. . A.B.S. TO P.vc., � � � � � CONTRACTOR TO PAD ELEV, 6 J " PIPE SIZE INV. ELEV. USE WELD-ON 194 0 CEMENT TYPE II PER SOILS ENGINEER'S RECOMMENDATION PER PLAN (SEE PLAN) SOLVENT OR EQUAL. A B as 2%MIN. m PAD a 6"MIN *2:1 MAX.* REINF. STEEL.. LANDSCAPE AREA DRAIN DETAIL � ' ��' ELEV. \ 61 IN 2'r Mq,� PADELEV. -- w A NOT TO SCALE c.F.F ELEV. B.S.L. ` 6 MIN, a DEFORMED BILLET STEEL BARS PER ASTM A 615 AS FOLLOWS: NOTE. 12 MIN. 4%MIN-20%MAX for 3' \ CONTRACTOR SHALL £MEED HARDWARE REQ D. FOR INSTALLATION OF WOOD TALL [.Y�"lLS SYX,lD] � then 2%MinN20%MAX, y #4 DR SMALLER GRADE 40 FENCE Posr PRIOR TO cRouTlNc � COMPACTION- 12 MIN. BACKFILL• 90% 5 OR LARGER GRADE 60 THE BLOCK WALL CELLS ' fC E1 * EXCEPT BERMS LESS THAN 1' HIGH � ��' MAY BE CONSTRUCTED AT 1 1/2 TO 1 T.W. AS SHOWN ON PLAN CONCRETE BLOCK. _ _ SECTION "A - A 8" BACKFILL MATERIAL PER � CU FACES ° � � SIDEWALK o SOILS ENGR. APPROVAL f'm - 1500 PSI AT 28 DAYS ,- coNr. DIRECTION OF FLOW .��'� #4 PER IMPROVEMENT PLANS PER GRADING PLAN 1. GRADE "N" HOLLOW UNIT BLOCK PER ASTM C 90, BLOCK TYPE, 0 32" O.C. (TYP) =III 11-til= CONTRACTOR TO PROVIDE CONSTRUCTION TYPICAL LCT FINISH GRADING COLOR AND /OR ARCHITECTURAL FINISH PER LANDSCAPE PLANS » » =" JOINT IN SIDEWALK 0 CENTERLINE OF RAW "OPEN GRATE" TYPE CAP OVER „ » A BAR WATERPROOFING PER PIPE TOP OF TEE TO ACT AS BUBBLER N.T.S. N O SPECIAL INSPECTION NOTE 11 OF SPEC. 00 3.5" 0 HOLE CORE CURB (REQUIRED AT PIPE ANGLE POINTS) 2" 'c DRILLEDF I PIP CURB ( A -� MORTAR: 2-04 CONT. W/ � � SET INVERT 0 E SI EW �► F - 1. SWALES TO BE CUT IN AT 1% MIN. P.L. #2 TIE WIRE .40<0 o a© 1/2* ABOVE L. GUTTER C 3 A.B.S. B BAR v » AT ROUGH GRADE AND PRIOR TO 5 MIN. 5 MIN. �� �� » 0 a BUILDING CONSTRUCTION. TYPE S PER ASTM C 2 70 2 _ x � N ( P.V.C. w 3' MIN. F L 1 �' F L 1 PART CEMENT I I C 3" A.B.S. {FOR CLEANOUT) 3' MIN. w » 2. A PAVED DRAINAGE SWALE Z40 04 6 TO 3 A.B.S. REDUCERS CATCH BASIN & PIPE OR OTHER J EXTRA DEPTH 6 6 J - -- - ~- - SIMILAR DRAINAGE DEVICE IS OF FOOTING TO 1/2 PART LIME PUTTY `DAREA DRAIN CURB OUTLET DETAIL REQUIRED WHEN A STOOP o BE DIMENSIONED a 4 112 PARTS SAND B TO SCALE FIREPLACE OR PORTION OF m T,ON PLANS I 1.0' OR m 5-#4 CON -= _J- NOT ; THE BUILDING EXTENDS WITHIN MINIMUM ESTABLISHED DRAINAGE PAD 6'MIN LESS GROUT 1- 12" 12" "C" BAR SETBACKS. ELEV. \ 2% �' l� 4 MIN. PAD 6"MIN. e 3. SEE STD. PLAN 101 FOR *2:1 MAX.* -- DRIVEWAY APPROACHES. 12"MIN V, ��� 6"MIN. ELEV' 4 CONFORMING TO ASTM C 4 76 RETAINING WALL TYPE 2 12 MIN. 1 PART CEMENT GROUT SHALL BE OF FLUID 0 2 MAX. " 3 PARTS SAND CONSISTENCY N LEVEL BACKFILL N.T.S. o 4%MINN20%MAX for 3' OTE' then 2%Min-20%MAX. G PARTS PEA GRAVEL 1- FOR WALL Hr. 4-0"4-0" & LOWER, DOWEL THE "A" BAR INTO FTG. IN n I@ R/W * EXCEPT BERMS LESS THAN 1' HIGH THE SAME CONFIGURATION AS "B" BAR O MAY BE CONSTRUCTED AT 1 1/2 TO 1 ----4" PERFORATED PVC SCH. 40 PIPE W/1' WE x (H/3 OR 18" MIN. HIGH) N IN-GROUND UTILITY HOUSINGS X 3' NOTES PER LINEAR FOOT OF OPEN GRADED GRAVEL WRAPPED IN FILTER FABRIC. � � WNE SWALE 1X MIN. (WATER METER, CABLE TV ETC.) S E C T I Q N �� B - B�� OUTLET SUBDRAIN W/2" PVC SCH. 40 PIPE 0 10' O.C. PAD FL LI TO BE INSTALLED FLUSH TO ALLOW h UN-OBSTRUCTED DRAINAGE , 1. GROUT ALL CELLS SOLID. 4_ 2% 1/4 PER , 2. ALL FOOTINGS SHALL BE POURED ON UNDISTURBED GROUND OR 2y X U 2% h UNDISTURBED ENGINEERED COMPACTED FILL. 3. WALL SHALL BE LAID TRUE AND PLUMB. x SOD (IF usEo) SHALL BE INSTALLED h X 4. PROVISIONS SHALL BE MADE FOR ADJOINING CONSTRUCTION. FLUSH WITH SWALE TO ALLOWU P TO 5' 1' UN-OBSTRUCTED DRAINAGE ` FIG. NO. 2 5. ALL SPLICES SHALL BE 48 BAR DIAMETERS. MORE THAN 5 h/2(MAX 5') P.L. NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W 6. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH DD AND UTILITY TAIL 2' 4' APPLICABLE SECTIONS OF THE 1997 UNIFORM BUILDING CODE TY /CA NTS 1. SECTION "A--A" APPLIES WHEN THE F.L. 15' TYP. AND A.C.I. STANDARDS 381 --95. DIFFERENCE IN PAD ELEVATIONS SEE NOTE #4 10' MIN. _j 7. ALL BARS SHALL BE BENT COLD. RETAINING WALL TYPE 2 SCHEDULE EXCEEDS 1.0 . HEREON 8. CONTRACTOR SHALL VERIFY COMPATIBILITY OF DESIGN WITH CD CD I © T. HEIGHT 8" BLK. 2" BLK. "A" BAR"B" BAR "A" BAR "L" "K" 2. SECTION "B-B" APPLIES WHEN THE BERM TO BE m EXISTING CONDITIONS PRIOR TO PLACEMENT OF FOOTING STEEL. DIFFERENCE IN PAD ELEVATIONS IS 1.0' OR LESS, & THE EXTRA DEPTH TOP OF SLOPE REMOVED PAD 9. BACKFILL SHALL BE PER SOILS ENGINEER'S RECOMMENDATIONS. " ' " -- » _ " - 00 OF FOOTING IS SHOWN ON THE 2-0 2-D #4024 #4®'16 3-D GRADING & STRUCTURAL PLANS. SHOWN ON �� _ I2 MAX ELEV. �--- 1 D. SUBDRAIN SHALL BE 4" PERFORATED PVC SCHEDULE 40 PIPE � " » » » � 6 MIN. 0 2-8 2-8 - #4024 - #4016 3-1 PLAN �� `tea W 3. IN No CASE SHALL THE SWALE WITH 2p' PVC OUTLET PIPE @ 10' D.C. (THRU CELL NOT - - - Ld FLOWLINE BE LOWER THAN THE CONTAINING STEEL PLACE 1.0' WIDE x H13 OR 18" MIN. HIGH PER 3'-•4" 3'-4" #4016 #401s" 3'-3» Cl) PLANTER AREA TO SLOPE AWAY BOTTOM OF FOOTING WHITHIN 4%MINN20%MAX for 3'� ��12-MIN.FROM FOUNDATION AT A MINIMUM 5' FROM BLDG. LINE. then 2%Min-20%MAX. LINEAR FOOT OF OPEN GRADED GRAVEL WRAPPED IN FILTER FABRIC. 4'-0" 4'-o" - #5�" - #4016" 3'-6" - OF 2%. PLANTS AND SHRUBS SHALL 4. PROVIDE 5' WIDE BY 1' HIGH BERM 11. WATERPROOF BACK OF ALL THE RETAINING WALLS W12 COATS _ 3' BE PLACED SUCH THAT THEY DO „ „ 4'-8" 2'--8" 2'-0" #4016" #4016" #416" 3'-8" o NOT IMPEAD THE FLOW OF DRAINAGE OR EQUIVALENT ALONG THE TOP OF S E C T I C N C - C OF ASPHALTIC EMULSION PER MANUFACTURES SPECIFICATIONS. AWAY FROM THE FOUNDATION ALL FILL SLOPES OVER 5 HIGH. 5'-4" 2'-g" 2'_g" #•�d916" #5016" #40'16" 3'-11" 3" FINISH FLOOR TYPICAL REARYARD GRADING 12. BACKFILLING SHALL NOT BE PERMITTED UNTIL AT LEAST 7 DAYS 4 PROPOSED WALKWAY AFTER THE WALLS ARE BUILT. 6'-0" 2'-8" 3'-4" #4016" #508*' #5016" 4'-3" 5" � PAD �� � 2 . o' 13. CONTROL JOINTS SHALL BE PLACED AT ALL ANGLE POINTS AND AT A MAXIMUM 24' O.C. a 14. OUTLET OF ANY SURFACE DRAINAGE PIPE INTO THE SUBDRAIN o •• IN ROUND P LATER DETAILzo- 2% 0- � SYSTEM IS ABSOLUTELY PROHIBITED. Z NTS PLAN 3 PLAN2 2794L Ld :r... 2090L 2648L P=Oo.o 0 ^ o P=00.0 co P=00.0 FF=00.5 FF=00.50 -' ° FF=00.50 �• T YPI CAL ELEVATION DIFFERENCE � -PUR1 � 7, I S'MIN. i WMIN. ( 5'MIN. CURB 5'MIN. to TOP of i GFF= GFF= �- 4 NTS I GFF= 40' 00.00 00 CASITA GAR. PAD 16� ... r.. .... , a� .»» ..� , ELEV. -0.2 H.P. 100.50-4 'M'"• N 00 50 00 50 w TOP F P "` N 1% M'" 0 0 SLOE DEEPENED FOOTING Underground Service Alert PER PLAN N� w • - Call: TOLL FREE CASITA OR DEEPENED FOOTIN OPT. GARAGE FOR GARAGE OPTION- PER PLAN - FOR P=00.00 GFF= HOUSE GFF -0.41 1=1111800 CASITA ONLY FF=00.50 H FOR CASITA OPTION-- 2090 SOFT. 2648 SQ.FT. 2794 SO-FT. . NOT SAME PAD & FINISH FLOOR 2 STORY 2 STORY 2 STORY 0 � 227 -2600 TOE OF SLOPE EX E DU 40'EMAX. ELEVATIONS AS MAIN HOUSE 2--3 CAR GARAGE 2-3 CAR GARAGE 2-3 CAR AGE a REDHAWK I TWO WORKING DAYS BEFORE YOU DIG C.IASlIA do OPT _GARAGE -SWALE QUAIL .K-% S NTS "CAUTION": Remember that the USA Center SETBACKN TYPICAL HOUSE TYPES notifies only those utilities belongin to NTS the center. There could be other uTillties SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION lele o z present at the work site. The center will Inform you of whom they will notify. m RECOMMENDED FOR SEAL OOUNT1f SEAL APPROVED BY DATE HUNSAKER & ASSOCIATES COUNTY OF RIVERSI SHEET No. APPROVAL � �j`�r Q�oFrsso ° ' IRVINE, INC23067-4D0[r < FOR TRANSPORTATION DEPT., RNMIDE OOUNTY CALIFORNIA y TRACT N�. INLAND EMPIRE REGION 2 N PHASE 5 a , �Y� R.C.E. LA0. 2900 ADAMS STREET, SUITE A-15 Z LA0. 58020 m ;,,�, RIVERSIDE CA 92504 (909)352-7200 OF J SHTS j EXP. 6/30/02 / PREPARED BY DATE _T to PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LOTS 70-74 & 90-94 O The private engineer signing these plans is responsible for assuring the accuracy DATE � � �i SLE NO. and acceptability of the design hereon. In the event of discrepancies arising after CHECKED BY 9 •��� A BRASS DISK STAMPED RM. C.O. SUR. 7-27-81 M CONCRE t PRECISE GRADING PLAN p county approval or during construction, the private engineer shall be responsible DATE BY MARK APPR. DATE 1��rF FIV I L �pQ` SCALE AS NOTED BENCH MARK � *0.3 W.wl_Y. of BSD S M;E W. t1r W. OF � \� CALF PAU R. HUDDLEST4N JR. AN ASPN&T DWY. t45 N. OF CIL RANCHO CALIF. RD. IN AN W• for determining an acceptable solution or revising the plans for approval by ENGINEER REVISIONS-- COUNTY DATE S DATE JULY 2000 ��� ,,A2WA *26' W. OF UfILrYY POLE #1751190E FOR CENTEX HOMES 0919-23067 the county. DESIGNED BY DRAWN BY CHECKED BY R.C.E. NO. 58020 EXP. DATE 6/30/02 FIs ESTIMATE OF QUANTITIES NO. DESCRIPTION QUANTITY UNIT A LANDSCAPE AREA DR41N PER DETAIL HEREON. 0 EACH B CURB OUTLET PER DETAIL HEREON. 0 EACH C X AB.S PIPE 0 L.F. D CONSTRUCT RETAINING WALL PER RMV. CO. FORM 284-197 REV. 101194 164 L.F. E CONSTRUCT RETAINING WALL W/ VOD FET W ABOVE PER DETAIL HEREON. 329 L.F. V 0 9i I000 ? S 94 9,3 TC+- C � . 4 o9704 . 0 c. D.F. rC \, 12 .10 1.9 4J a �j� 1 cj a th• a ra . 10J�' \ z 100, 12 1.67 I 0.4 / 0 1�` � 0 r- D�`�' 4 �D5 00. D.F ,� . tea, _ �—� o 14 n 1 � • 99.79 98 ►� V j , HP• y a'`•` A Q 1�^ /9F'r 0• �` 0 J� s• `� c TC �� 1 9 �• y FF '` `• 2- �' 6' 3.8 D D� / / °0.47g 01 ti0 LF. 1 _ . Lst FA a� / oo FFA 6 �a9 ` 1 9 •SC� D F� 5p.20CP / a tiN ti 73 LF. 'h0 ' ' Q 97.23 ,* E H P '� � D � 1 T 35 7 �11g1 G• �� f 6 LF .S C 1 y ��► � 1 05.4orF 60 LF Q `O� 0'y 4S qG G,�;1 6 �F 9 6' 119 X00• F y \ o 9 1 F s / oti°,yob � Q� �� Gel ,��� ' F 4 ,�• G19�9 ,r v 98 9 b sC i �� ,8 F �� 52 C F 6 P• O � � D 9 T -� a _ ��y 1- \ E a� °� p �, ti�• LF .s 9�6' `-a • ��a• 41 �� N 't o 07. 6s ,'���0 ;, Gc�C 6 ' 0�1 0 . n �0 9 1 't cv 29 04.2 FQ �' 9 c g '��� � � p, F• 11 G8• 12, FSO 119 9 Ac `�� r, 0 4�i G�. ,��p0 F: \ �,~ G Q 119 r- '4 .� • . a�' ��,� �� 6� 00,31 9� •oo \ ���$• FF- p �; TC 8 �� k D • `�'- ; a�► 11 p �. o 3- LF. , 6' I �100 1� GB 11 - n z� N. fn o '� pF• Q �% 9 gbr. U) 'S a F`' 2.100 ix %r Ucy— TC 6 i � 1 ) F .� 83.6 w o � .� \ F y � �-- D t I Q X15CD 3 \ 11880 0 h� a � .� ori,,. � � � �j � � '• �. 04.01 �.b . . �p F. Q�'�.`� © \ p��2� � \ 56.5 120 Z.1 �►' r- T 00, C, 6� \ yr 45.0 2�5 Q 1'� \ '� �► \ 1 a- Uj / F$•6 �0�� o t�Q / I R, `b v F Q k69 yh \ 1202.5 ��. - V,�`10 H. At Ds h' o �• D 74 F�n(0,��.O 0. \ w ` CS c� J 03-- x X � w ��30SF w 12 v Underground Service Alert z i Call: TOLL FREE 1 800 �' qZ 0 �- o ��� q , 0 227-2604 � � CP z 41 7W0 WORKING DAYS BEFORE YOU DIG 0 15 30 60 90 120 w "CAUTION": Remember that the USA Center notifies only those utilities belongin to SCALE: 1"=30' the center. There could be other u ilities o present at the work site. The center will inform you of whom they will notify, z RECOMMEN m APPROVAL DED FOR SEALCOUNTY SEAL APPROVED BY DATE 41,x, {; HUNSAKER & ASSOCIATES COUNTY OF RIVERSIDE SHEET No. Q pt"ESS, IRVINE, INC -- CD °� TRACT NO. 23067 4 O �►UDD( � 1 RIVERSIDE COUNTY CALIFORNIA ��'�'����� � t�, 1L- fsl �1 FOR TRANSPORTATION DEPT.. N oy ti 1 INLAND EMPIRE REGION3 PO R.C.E. NO. a EXP. DATE 2900 ADAMS STREET, SUITE A-15 PHASES 5 NO. 58020 a EXP. 6/30/02 / PREFAB BY DATE ,v RIVERSIDE CA 92504 1909)352-7200 LOTS 70—7 4 & 9 0_.,,,9 4 4F 3 SHTS �/ PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS o The private engineer signing these plans is responsible for assuring the accuracy DATE �& `�• FILE N 0. and acceptability of the design hereon. In the event of discrepancies arising after CHECKED BY �� 9T C I y 11. p� SCALE N A �S DISK STUMPED RN CO. Suit. T-27-81 IN CONCRETE PRECISE GRADING PLAN p county approval or during construction, the private engineer shall be responsible DATE BY MARK APPR. DATE `\ OF `FO TED BENCH MARK FLUSH to•3 MI. SLY. OF BUTTERFIELD STAGE RD. *12' W. OF for determiningan acceptable solution or revising the plans for approval b ENGINEER REVISIONS S I 0 N S COUNTY O CAE PAU L U D D LESION J AN ASPHALT DWY. *45 N. OF CIL RANCHO CALIF. RD. IN AN 9 y DATE \`L•�-� DATE uNIMPRoom ARS► *2' w. OF u nuw POLE 1175119M FOR W.O. the county. DESIGNED BY DRAWN BY CHECKED BY R.C.E. 0. 58020 EXP. DATE 6/30/02 JULY 2000 ELEVATION - 1230.56 CENTEX HOMES 0919-23067