Loading...
HomeMy WebLinkAbout1.1-5606 Ph C Record DrawingGENE'RAL NOTES : INSTALL SURVEY MONUMENT ENCASMENT PER 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH KERN COUNTY DEVE- PLATE NO. R-58 OF K.C.D.S. LOPMENT STANDARDS, AND OTHER COUNTY ADOPTED POLICY. STREET NO. R-65 OF K.C.D.S. IMPROVEMENTS SHALL BE -AS REQUIRED. FOR TYPE W IMPROVEMENTS. INSTALL STANDARD END OF STREET SIGN PER 2. IMPROVEMENTS NTS SHALL BE IN ACCORDANCE WITH STATE OF CALIFORNIA INSTALL STANDARD STOP SIGN PER 'PLATE BUSINESS AND TRANSPORTATION AGENCY DEPARTMENT OF TRANSPOR- NO. R-66 OF K.C.D.S. DR AS NOTED. TATION,STANDARD SPECIFICATIONS, CURRENT ADDITION AS MODIFIED AND CONST SIDE PER. PLATE NO. R-52 & R-53 DETERMINED APPLICABLE BY THE KERN COUNTY ROAD COMMISIONER AND OF K.C.D.S. TYPE 2-A (TYP.) DIRECTOR OF ENGINEERING & SURVEYING SERVICES. T.P. = TOP OF PAVING .3. ALL LOCAL STREETS HAVE BEEN DESIGNED USING A'MINUMUM 'Rn VALUE CONST 6 MASONRY WALL PER PLATE NO. R=61 OF 0 WITH A 11. OF 4.75. CONST CROSS GUTTER PER PLATE NO. R-50: OF 4. ALL LOCAL STREETS HAVE BEEN DESIGNED USING A MINIMUM 'R" VALUE K. C. D. S. pt-Ai,r Fr -43- OF,69. SHOULD FURTHER TES71NG SHOW A LOWER Ir VALUE OF THE OF K.C.D.S.. TYPE* A2-6 (TYP.) ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING CONS T WHEEL CHAIR. RAMP PER PLATE NO. R-48 TO 'THE LOWER "R* VALUE, IN ACCORDANCE WITH ROAD COMMISSIONER'S pLgE 9-44 CONST DRIVEWAY BREAKDOWN AND APPROACH PER POLICY. SEE *R" VALUES AS SHOWN ON X -SECTION. PLATE NO. R-44 OF KC.D.S. 114F 5. ANY LAYER OF *R" VALUE MATERIAL SPECIFIED IN THE TYPICAL CROSS- SECTION MAY BE INCREASED IN DEPTH PROVIDED THAT THE MATERIALS ABOVE THAT LAYER HAVE NO LESS THAN THE MINIMUM THICKNESS SHOWN. 6. IF APPROVED IN WRITING BY THE ROAD COMMISSIONER- OR THE DIRECTOR, AN ALTERNATE PAVEMENT DESIGN USING CLASS III AGGREGATE BASE AND A THICKER A.C. SECTION MAY BE USED. .7. RELATIVE COMPACTION OF NOT LESS THAN 957. SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING: PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (UP OF GUTTER TO UP OF GUTTER). IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE' OBTAINED FOR A MINIMUM DEPTH OF 1.0 FOOT BELOW FINISH GRADE ON LOCAL STREETS (1.5! TO 2.5- -AS DIRECTED BY ROAD COMMISSIONER ON MAJOR AND SECONDARY ROADWAYS). 8. ANY WORK WHICH AFFECTS MY EXISTING COUNTY -MAINTAINED ROAD OR TRAFFIC THEREON SHALL BE COMPLETED WITHIN 20 WORKING DAYS FROM START OF WORK. 9. ELEVATION AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). a 10. ON -LOCAL STREETS, CROWN, HEIGHT SHALL BE C ABOVE HIGHEST GUTTER MAXIMUM CROSS FALL BETWEEN GUTTERS SHALL BE .6'. 11. PORTLAND CEMENT CONCRETE SHALL BE CLASS B UNLESS, OTHERWISE INDICATED. 1Z -INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DE- VICES (NOT SHOWN ON THESE. PLANS) TO MEET W1114 APPROVAL OF KERN COUNTY ROAD COMMISSIONER OR THE DIRECTOR. 13. STREET LIGHTING SHALL BE INSTALLED AND A MEANS PROVIDED .TO CON- TRACT FOR PUBLIC UTILITY SERVICES AND MAINTENANCE. lk,: PRIOR -TO -START, OF -ANY EARTHWORK,..%W�d9 z "y OBTAIN A GRADING-,: PERMIT AS REQUIREU`_'RY,COUNTY ADOPTED (MODIFIED) CHAPTER 70` OF U.B.C. AND`�60DWG ORDINANCE; R/W ITL ITL R/W BE CONSTRUCTED AT CURRETURNS, SEE 15. WHEELCHAIR RAMPS $HAUL�B' 6 0! PLATE R-47,48 AND 49,OF,THE,DEVELOPMENT STANDARDS;, AS DIRECTED BT THE ENGINEER. 16 20' 20' 16 16. ALL EXISTING FACILITIES, INC W01ING BUT NOT LIMITED TO STRUCTURES, 2.1 4! PER - ft 1/Tm. POLES, PIPELINES,. CONDUITS, CANALS, AND APPURTENANCES, WHICH ARE lll_� '1. 7 2Z 'CONSIDERED,TO BE OBSTRUCTIONS BY THE COUNTY ENGINEER SHALL,BE 77 tit RELOCATED AT THE 'EXPENSE .OF THE SUBDIVIDER..3S x 5' SIDEWALK PER PLATE R-53 OF K.C.D.S. 17. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY TYPE 2-A (TYP) THE ROAD COMMISSIONER OR DIRECTOR IN ORDER TO PROVIDE A SAFE gf'I'Y;V '145 ".4.c. CONNECTION INTO EXI$ 11N ,G STREET PAVEMENT. ,q -11411C = 59a 7r = 4. 75 18. STORM DRAINAGE SUMP(S) SHALL NOT BE ALLOWED TO ACCEPT WATER OYCX . 7/'95`f- 6OA4F. O.G. A2-6 CURB & GUTTER PER UNTIL SECURED BY PERMANENT FENCING, OR IN THE CASE OF SHALLOW CROSS SECTION 60 R/W PLATE R-43 OF K.C.D.S. (TYP.) UNFENCED SUMPS NOT UNTIL comPuANcE­ Wrm"'DEPTH. AND SIDE SLOPE CRITERIA AS SET BY THE DEVELOPMENT STANDARDS. PLATE R-9 N.T.S. 19. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT TYPE "A" LOCAL STREET NOTES: CONCRETE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEARS. POINT AVENUE MAXIMUM CROSS FALL TO SEAL IN SECTION 37, BITUMINUS SEALS, OF THE STATE- DEPARTMENT DRY CREEK LANE LOW GUTTER SHALL BE 0.5' OF TRANSPORTATION STANDARD SPECIFICATIONS; CURRENT EDITION, AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL SLOPE ..FROM HIGH GUTTER PROVISIONS CURRENTLY IN EFFECT, 20. GRADING PERMIT NO, 7-3548 , 11. THERE ARE NO WATERWELLS WITHIN 100' OF THE SUMP. 22. C.S.A # 71 HAS BEEN EXTENDED 10, PROVIDE DRAINAGE, LANDSCAPE, STREETLIGHTS, STREET SWEEPING AND WALL MAINTENANCE. AM AOAo MXP04" To W 23. MAXIMUM PLUS GRADE TOLERANCE FOR A.B.-, A.S.B. AND O.G. SHALL BE LT FL, R/W 0.05 OF A FOOT. 21Y SLOPE EASEMENT 4 0! 5! 10r P.O.W. EASEMENT 20' 10' , ..- 10, ♦1 *2 % 1 1/4! PER. FT. TYP A Z-10 njr,6 i 6u7rm .33, x 5 SIDEWALK PER PLATE R-53 OF K.C.D.S. PICA 10LAIrAr 9-43 op TYPE 2-4 (TYP) R- oA t il.,-= 59, -r Z. - 4 75, 71 ' 375*10 C4MP. 0-a. A2-6 CURB & GUTTER PER PLATE R-43 OF K.C.D.S., (TYP.) CROSS SECTION -- 60 R PRIVATE ENGINEERS NOTICE TO CONTRACTORS N.T.S. PLATE R-11 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES PART WIDTH NOTES: SHOWN ON THESE PLANS ARE OBTAINED BY ASEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE !HERE ME NO EXISTING UTILITIES EXCEPT AS TYPE "A" LOCAL STREET MAXIMUM CROSS FALL TO SHOWN ON THIS. MAP. AUSTIN CREEK AVENUE LOW GUTTER SHALL BE 0.5 THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT SLOPE FROM HIGH GUTTER THE UTILITY LINES SHOWN AND- ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO WORKING DAYS PRIOR TO CONSTRUCTION. 1-800-642-2444 DEVELOPER SHALL BE RESPONSIBLE FOR CONTACTING THE APPROPRIATE AUTHORITIES REGARDING LOCATION AND MODIFICATION OF ABANDONED WELLS PRIOR TO GRADING. 05/14/98 3: 34 AM Drawing File: D: \STRT\FS5606C BATEY h4b rEM)WAt Y s0wPS A/67-ONST AZA4re_- flDJACi�Xr 7ZAe,-r#hV A904 Z(Ou&a azADE)o. Vl(;INI I Y MAN N.T.S. BENCH MARK -SET: 'CHISELED SQUARE ON Top 'OF CURB 10' EAST OF -EAST END OF CURB RETURN ON, SOU114EAST CORNER HAGEMAN AND JENKINS ELEVATION=357.650 -BENCH MARK -USED: COPPER POINT IN 6" CONCRETE MONUMENT 0 CL JENKINS ROAD AND MEACHAM ROAD WITH RCE TAG'2777 DATED 4-30-41 le DEEP ELEVATION 356.2.42 PER KCSFB 665-A PG.44 NT E. N a-5473 0 Exp, 9-30-99 AS B U 111", "1 1 -1 DiATE OF CAOY TEMPORARY . 7URNMWND TDA. -T r1e%1fk1f%iMW ENT. UP. sw� TRACT BOUNDARY TO BE FSM KEY MAP 5605-A 4. 4 SCALE., f." = 200' 1 11 LEGEND. INSTALL SURVEY MONUMENT ENCASMENT PER PLATE NO. R-58 OF K.C.D.S. INS TALL S TANDARD S TREE T SIGN PER PLATE NO. R-65 OF K.C.D.S. A INSTALL STANDARD END OF STREET SIGN PER PLATE N0: R-,68 OF K.C.D.S. INSTALL STANDARD STOP SIGN PER 'PLATE NO. R-66 OF K.C.D.S. DR AS NOTED. DIRECTION :OF DRAINAGE CONST SIDE PER. PLATE NO. R-52 & R-53 OF K.C.D.S. TYPE 2-A (TYP.) TRACT BOUNDARY T.P. = TOP OF PAVING CONST 6 MASONRY WALL PER PLATE NO. R=61 OF K.C.D.S. CONST CROSS GUTTER PER PLATE NO. R-50: OF K. C. D. S. pt-Ai,r Fr -43- CONST. CURB AND GUTTER PER PLATE NO. R -.4J OF K.C.D.S.. TYPE* A2-6 (TYP.) CONS T WHEEL CHAIR. RAMP PER PLATE NO. R-48 OF K.C.D.S. pLgE 9-44 CONST DRIVEWAY BREAKDOWN AND APPROACH PER PLATE NO. R-44 OF KC.D.S. 114F S A. APPROVED BY: c3^734 Exp. 6-30-00 KERN COUNTY ENGINE F DATE //RING & SVRVEY SERVICE DEPT., OF c DIRE CTOR V4 KERN COUNTY OAD COMMIS IONS R DATE Me No. 37C25 Exp. 6-30-00 EXHIBIT A- chlik OF CAl ft' REVISIONS DATE BY TRA C T N, Oo '5606 MON- UNIT C & S TREE T PLANS PORLES SmithTec USA INCORPORATED - BANK OF AMERICA TOWER 1430 TRUXTUN AVE. - SUITE 720 BAKE RSFIELD,CA 93301 ROBERT E. SMITH' RCE 35.473 D A,,,,r,,E (805) 327-8492 FAX 327-8493 JOB NO. - 96-109-.01 SHEET 1_:1 , OF -4- SHEETS oQri®F ssi4r� E. m !_ p M ,�{ I. Ui v M ro i M cs� LM N0.35473 Exp. 9-30-99Lu Q `co . . c, v; CONST. TEMP. SUMP w/2:1 m a a; U-j�� � ROBERT E. �fV1l MATH RCS 354 73 DATE �^ SIDE SLOPES MAX. 1.5 DEEP ao N �, + y.. + �; �;, , ® OFC Y d`j Z BOTTOM = 350.50. 00' o Q - 3 `o A A A U `o Q G) � �( 1 • . cn i5' �- TYP: II` p 7e A 2 4 3 A s A N N N O O N N N t0 co 0.j Sof SHEET 4 3 3 N 9 �.10 •--1 V Y N W cI 2 5 � 2� 2 7 n 2 8 n 2 9 � 7 8 EASEMENT TO BE PRO- w 1 20 20 10 *, � CL 22 �` J o J o a �,� 2:1 — — — — u') 2:1 MA MDED PRIOR TO FINAL ..� MAP RECORDATION + M a u, d 4 1 z n = w '� MAX ^ ^V TEMP. PAVED o`flo TURNAROUND TO BE o w 0.24 A.C. OVER / oo -• cv N. CONST. TYPE A2-6 CURB & GUTTER IS' 18' o = ��'�" R =�' KITH 5.0 COMB. SIDEYALK -TYP. TYP. TYP. T =30.00' L = 47.12' E v = 9o'no'�" .R =3000' T = 30.00 L = 47.12'° a o = R = , , X22 �" c, a �- 20' 14 DOUBLE --a, 20 1 c� a � �, O G I IR/W T = 14.51' L = 27.66' 1 GATE N N 18' 2" A.C. _ -.^0.20_ TYP, OVER O.G. a _� �_ �, e) °� o `_ ® ABANDONED �-- CONST. CROSS-QRAIN PER- CV e «� E o T 2W4o'01" R_ 176.0' Q-1 3' w N 66.33' '— `�.' I 1 j co. sm. Rso (rYP) 6X r + �°.♦ a , 50 o ____ _ –1E — — 4C=) __ _ ____ �. GB FL 355.99 LU O e x c.t N N CV g GV O C-41 O `— N Q o C14o a I I E 0= 90'x'00" R =30.0@ = 90'00'00" R= 30.0[1 E 0= 42'St W R= 37.00' �� �� 12 Lu C-> m 18' I8 TYP. TYP, ' ' T =30.00 L = 47.12 T = 30.00' L = 47.12' v T 14.51' L = 27.66' 0 -d ti 3 3 A 3 r4 Q q p q AA q Z N N N N N N N N N N N _ N N N tf9 10 N 20 20- N N N�c. N � � Wz 23 ON ` 22 21i 20 19 � 18 1� M 16 15 �14M d` N 2' 1 MAX HIS PORTION OF THE o h + t �, + ``- 13 20� XPAND EXISTING EXISTING SUMP TO BE >- m <, N , , m M M a, SUMP FILLED IN & EXISTING U a a 0- FENCING REMOVED COAtST. r'�N1P sU�� w12:1 o J � � Cl � C-) SIDS sWA6'6 MAI l5'X,5P a NCo �" � co � C) s��- sr�E�r s • 7'EMr�a�n1? v rr��AlARau>�1b g�D rFox?o,e,Q�.y �:, SCALE'-. HORIZ. Vp _ 50' Sr1NfP Nar co/vsrerrc�E-n B�cac/s,� rx� v R T. 1 " = 2' AIQJAC�I r m4cr h�S smDJ /td 1&1 sl A SPOIY, T A VEAIUE . L 6 7 9 1 0 56 6 e 2 . .�i• Try •- d' uo) hc' +0.301% �; MCL 53 m d U 1^ ` � + Q0 � ul � + d' m � Q O X. Q , 357 y --------------------------- %O M 2 ' .-*. O:C. !s � ,r, M r M' J 354 Id In A-54 Ln � cc A.C. AL N to CAR + CD to 351 C,Q rn + oeue Z z DATE Law klUL k/ Iau vilm cm 'I �,. 0I RE SION BY DATE U� T-. A/ IT04 HAITT �7 7 M Q + - -p I Ufflffi—T -A SHEET 2 OF 5 SHEETS Ski No. ,36473- - Exp.9-30-99 ROBERT E. SMITH RCE 35473 DATE Vt1. OF �F®4�\P 6" VENT PIPE F CAL �.— w-57 (Lt.) —TYPE N-1 1 1 ` TYPE NR' Op R-66 �xA Via= WOW R = 30. 3000' 0 = 11'51'54' R = 520.00' T = 27.04' L =44.01' 47x2' T 5404' L = 107.6$' A A � A • caki co c:d+ cn 42 Lo N �, -2 ,,rn F� 1-f A17 t LFJ 7-r. 6--cmoeo-c W LLJ z z Q LAJ M CL °' z DATE M o S 00 J o 00 �.Q ROBE=RT E. SMITH RCE .CURVE.'DATA 35473 m m N0. 'DELTA RAD LENGTH TAN 3 - $ 7 o SEE SEE SHEET Z o r� 9 O SEE SHEE T w 1Q 84 03'03 30.00' 44:01' 27.0,V d 05'37' 13» . 780.00' 76.51' 38.29' •N ; a J QRpESSt�Q / j 20 20 L coNST. TYPE A2-6 CURB & GUTTER n 24 i a � TRACT BQt NDARY W61 Lpor) E. � Q y � ©=90'00'00" _ R = 30.00' 47.12' , 'WITH 5.0 COMB. SIDEWALK — TYP. . E . A = 9ii'ao d0 R =30.00 ©= 90'tm 00 R =30.00 N .Z rte- ruj `.. _ cc � ,st �, • .1J M • T = WA L = T - 30.00' L = 47.i2' T =30.00' L = 47.12 I VJ670�€` """.-- XIoT�"= 1 � �' ,' °off N (D *\k - ."'- J S �` c� �6 SA VT & MATCH �NKIN EXIST pgWN� ROAD "�T" 'SAS 3 Na . X473 Exp..9-30-ss J�Jj1p — _ _ J . SZE S .3 Fd !e - _ AS DIRECTED By THE SAWCUT & MATCH EXIST. PAVING BY THE x�o� o X��o° o �� x�, r EN $!JILT.'. 4h4k)G�S Ai t> GINEER . �'TqT CIV�LIrO�� OF C-4 AS DIRECTED ENGINEER �. W- 56 �DflL 1> "AIG '77 aFST i" CONST. CROSS-DRAIN PER Co.CIIJ sTD. R50, , . (TYP) o TYPE N-2 knd *� ?1 1& p: _ E A 90 00'00» R = 30.00! E A = 90'00'00' R = 30.00' = y� £�t/T � CONST. TYPE A2-6 CURB & GU77ER AIL j E A= 90'0000 R =30.00 T = 30.00 t = 47.12 T = 30.00 L = 47.12 4 ti WITH 5.0 COMB. SIDEWALK - T M T =30.00' L = 47.12' � SEE SHEE T ©N °" p 1 18 . 18 2 N 1 20.1 ti U=� M ! 6 Lo J M 7 V M s .rr ii ta. C7 I t C� LJfl- V t1� O .d. g g p a. a ui 9 o O N x ii O r S CALE : :-.HORIZ. 1 " = 50 VE RT. 1 " = 2' S CALE : HORIZ. 1" = 50' Y CREEA'7 LAYE JfYICIYS R - OA D VE RT. 1 " = 2' ' s 1 2 E X. GROUND L 0 .357 -----_ --_— 56 ---------------------- .326% ._ C> 00 TA Ir 04 to 0 EL O M :(L' C14 11114 k_ AIM o f--- --^ _—__ - i 35-6 356 ° +0.,20—' apq M sfj .�135 1=1 - � M ri ts z C1 Ca O + z:. a �3 tS M 74i . s E�... t, � I �..,� � es xu iii: is �- r O l �� tIRA 51nA UAIL i I MT SHEET 4 OF 5 SHEETS /�-!� � _�'i„�s _�_ ..moi