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Home My WebLink AboutC3.7 ROAD CONSTRUCTION DETAILS ORIGINAL SURVEY ON FILE AT LAND SOLUTIONS S�pNAL EN pF��WSTER�,o'L� U y�,6/3/2024 p OF T M PGA' 0 z z 25'-0" w BOG TO BOG _w o M �' � � o C C U r L > DRIVEWAY DRIVEWAY o r` PER PLANS 2 -O ASPHALT DRIVE 21 O 2 -O PER PLANS U N o o r u i n � a�i .� �m (D i " �L E 73 a mocuIis 3 0 � a 5 E Fn c, r9M cm ' W G.G. GURB GUTTER (OUT) Z I, c Y 0 Y01 P.G.G. GURB ff GUTTER (IN) U ° � a ` m w -5'F o 0 z E 'j C p .� C N C Q (WD —III=111. . + Fri 201 SLOPE (VARIES PER PLANS) _ -1 — [�I 111�111 ' '. .. ° � IFI I I I I—I I I Ell —1 iiiiiiii[tLllIII�I =III=III L-F w L 11IEIII IIIIiIrEM Tl =LfP T_ff=1 I I—I =1 11 I I I—III I_ f l l IT�ITI= i I=IT i I_ > —I�1=III=1I I I C I—I I=1 m T�ITI=I MITI=IT�ITI=I�I =u�I I= =IT TI - -IIII=III=III=III=III=III=III=III==11 III 1=11UII=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III= _11�111=11�111=11�111=11�111=11�111=11�111=11�111=11�111=11�111=11�111=11�111=11�111=I I�I I I_ �111=11�111=11�11=IIII=11 =11�11=I I I I1115111=III=III=11�111=11�111=11�111=11�111=11�111=11�111=11�111=11�111=11�111=11�111=11�111=11�111=11�111=11�111=11�111=11�111=11�111=11�111=11�111=11�111=11�111=11�111=11�111=I I�I I I=11 =11�11=11�11=11�11=11�11=11�11=11�11=11�11=11�11=11�11=IIII=11 III II I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — =IIL—III=11= — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ —u >li _III III_III III II _III III III Z o Tff II�Tff—II�Tff—II�Tff—II�Tff—II�Tff—II�Tff—II Tff—II�Tff—��7i—��7i—� 7i—��7i—��7i—�� 7i—��7i—��II II—III—II�Tff—II�Tff—II�Tff—II�Tff—II�Tff—II�Tff—II�Tff—II�Tff—II�Tff—II�Tff—II�Tff—II�Tff—II�Tff—II�Tff—II�Tff—II�Tff—II�Tff—II�III—II�III—II�III—II�III—II�III—II�III—II�III—II II—IIII—IIII—IIII—��7i—IIII—IIII—IIII—IIII—IIII-11�11-1T — I—I I I=1 I I=111=1 I I=111=1 I I=111=1 III=1 I I=111=1 I I=111=1 I I=111=1 I III=1 I I=111=1 I I=111=1 11= I=1 I I=111=1 I I=111=1 I I=111=1 II I=111=1 I I=111=1 I I=111=1 I I—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—I I—III—III—III—III—III—III—III—III—III—I I IJ 11= -1I r=I I-I I "'—"' ��=111=11 L=III=11I-1 I I=III=1 I I I I—III—III—III—III—III—I I=1 I I=III=1 I I=III=1 I I-11 L=IIII-11I-1 I I=11I-1 I I=11I-1 I I=11I-1 I I=11I-1 I I=11I-1 I I=11I-1 I I=1I I-1 11=1I I-1 11=1I I-1 11=1I I-1 11=1I I-1 11=1I I-1 11=1I I-1 11=1I I-1rl=1I I-1 I I—I I1-1 I I,�,I I1-1 I I—III—III—III—III—i i�_ —"'—"'—"'—"' c� —w— III m U Q 2.5" ASPHALTIC, PAVEMENT (SF-3, 0.50 INGH (2") �( P6 58-26) o GOMPAGTED 4"OF 4" GRUSHED AGGREGATE BASE SUB6RADE cd 14" OF 6" UNGRUSHED AGGREGATE LANDSGAPE AREAS PER PLAN Z w Copyright CO 2024 1. SEAL GOAT TO CONSIST OF A S I N6LE APPLICATION OF SS-I H EMULSIFIED ASPHALT (MIXED W I TH AN EQUAL AMOUNT OF WATER) APPLIED All rights reserved. Reproduction or use In any form o AT A RATE OF 0.10 6PSY. SAND BLOTTER TO BE APPLIED AS NEGESSARY. or by any means Without Written permission of :5 Breckon Land Design,Inc.is unlawful and subject to 0 J 2. BASED ON THE "R" VALUE OR G.B.R. TESTI N6, THE BASE AND AG TH I GKNESS MAY I NGREASE. criminal prosecution w 5. A LOCAL RESIDENTIAL STREET SHALL BE A NON-CONTINUOUS RESIDENTIAL STREET SERVING 30 LOTS OR LESS. 4. TAGK GOAT SHALL BE APPLIED BETWEEN THE GOARSES OF PLANTM I X SURFAGES. 0 z a ROADWAY SECTION w ROLLED CURB & GUTTER sr - -° 01 a a z 01 N W H J ° ASPHALT PAVING ASPHALT PAVING Q o CONCRETE GARB d GUTTER CONCRETE CURB d GUTTER Q Q cv ° FINISH GRADE PER PLANS FINISH GRADE PER PLANS N GOLD JOINT WITH V RADIUS ON COLD JOINT WITH)5"RADIUS ON CURB AND WALK. TOP OF WALK CURB AND WALK. TOP OF WALK O W u Y:ABOVE TOP BACK OF CURB Ya WHERE APPLICABLE °ABOVE TOP BACK OF CURB a WHERE APPLICABLE UJ m M 0 w 10" 1'-2" 0 af 7 w =IIII III II ° °a , a as a II=IIII " w O O � IIII III a 8 0— r o• I n n n n n n n n n n n IIII � n -IIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII n � —III III IIII III IIIIIIIIII � = Q U =III—III B• - w BGRADEQ 6„ I I I J—/ wCOMPACTED SU COMPACTED 5UB6RAD AGGREGATE BASE AS AGGREGATE BASE AS .". SPECIFIED SPECIFIED 7 Z NOTES: NOTES: o L cv I. SEE I.S.P.W.C,SD-702 FOR ADDITIONAL INFORMATION UNLESS 51TE SPECIFIC. I. SEE I.S.PIN.G,50-102 FOR ADDITIONAL INFORMATION UNLE55 SITE SPECIFIC. W Q v, _ AGENCY GRADE AND ALIGNMENT TO BE ESTABLISHED OR APPROVED BY THE LANDSCAPE 2. GRADE AND ALIGNMENT TO BE ESTABLISHED OR APPROVED BY THE ENGINEER AND cn ARCHITECT AND THE PUBLIC HAVING JURISDICTION. THE PUBLIC AGENCY HAVING JURISDICTION. cv 5. Yz INCH PREFORMED EXPANSION JOINT MATERIAL(AASHTO M 215)AT TERMINAL 5. )2 INCH PREFORMED EXPANSION JOINT MATERIAL(AA5HTO M 215)AT TERMINAL POINTS OF RADII. POINTS OF RADII. Q 4. SCORE JOINT AT W-O"O.G.AND SHALL BE MINIMUM Ye"WIDE,Off"DEEP,WITH ROUNDED 4. SCORE JOINT AT WI O.G.AND SHALL BE MINIMUM WIDE,h*DEEP,WITH ROUNDED O CORNERS. CORNERS. 5. MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. 5. MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWG SPECIFICATIONS. W 6. BAGKFILL AS PER 15PWG SECTION-"106. 6. BAGKFILL AS PER I5PWG SECTION-"106. 1. PROVIDE VI TRANSITION TO OTHER CURB TYPE. "1. PROVIDE VI TRANSITION TO OTHER GURB TYPE. C 2 ROLLED CURB AND GUTTER OUT 3 ROLLED CURB AND GUTTER (IN) O w ELLJ T_ � 0 b CV Q L_ p z 0 CID rr O Q U D to 6" 16 16' 6" a oo0z c� Z 0 ISPWG VERTICAL CURB ti GUTTER. REFER TO Ii W 0 0 O J SD-COI �� H y 00 0� �/ 0 C 0 2% MIN. SLOPE 2% MIN. S FE O / coa_ Q o m C7 �QC9§QCWW a J LU4 0 'o Q2�.W � tt O cv REVISIONS LL - - u L - 1- ll - - - - - - - - - - - - L - = = = No. Date Description - - - ll�ll-ll�ll-ll�ll-ll�ll ll�ll ll�ll L Jl >_ � � —„— — — — —I 1=I=I I-1 1= =1 =1 I I=11I�I I I=11I—III—III—III=III—III=III—III—III—III=III=1 I I=III=1 I I=III=1 I I=III=1 I I—III—III—III—III—III—III=III=1 I I=11I—III—III—III—III—III—III—III—I I I`I I I"I I I`I I I=1 1=I I= _ _ —I — — — ,— ---- ---- ---- � _, =I 11=1 - -I 1= =11-1 -11I-1 — =1 -111=1 III-1 -11 -111=1 -111=1 -111=1 -11I-1 -11I-1 -11I-1 -111=1 I=III=1 I=III=1 -11I-1 -11I-1 -111=1 I=III=1 I=III=1 -11I-1 I=III=1 I=III=1 I=III=1 I=III=1 I=III=1 I=III=1 -11I-1 -11I-1 I=III=1 I=III=1 I=III=1 I=III=1 I=III=1 I=III=1 I=III=1 =11I-1 -11I-1 -11I-1 =11I-1 =11I-1 =11I-1 =11I-1 =11I-1 =11I-111=1I1=1 1= _ _ _ _ _ _ Q � _ _ _ lll _ lll�ll lll�ll lll�ll lll�ll lll�ll lll�ll lll III�11 III lll�ll �11 III�11 III�11 �1�11 lll�ll lll�ll lll�ll IIII Illy �ll ll�ll ll�ll 1� IL�1,�,,,ILi=�ll,,.11i� �I...Tl�ll,,,lll�ll, ll�I �I �I �I �I �I �I �I ll�ll 111=ll1 111=III 111=III 111=III 111=III 111=III 111=III 111=III 111=Ill L lll 111=ll1 111=ll1 111=ll1 111=ll1 - lll - - - - - =11I—I —I —I —i i- i—III—III—III—III—I — - -11=I I I=1 I I=111=1 I I=111=1 I I=111=1 I I I I=1 I I=111=1 I I=111=1 I I=111=1 I I=111=1 I I=111=1 I I=111=1 I III=1 I I=11I— I=111=1 11= I=1 I I=111=1 I I=111=1 I I=111=1 I I=111=1 I I=111=1 I I=111=1 I I=111=1 I I=111=1 I I=111=1 I I=111=1 I I —III—III=111=1 I I=111=1 I I=111=1 I I=111=1 I I=111=1 I I=111=1 I I=111=1 I I=111=1 I I=111=1 I I=111=1 I I=111=1 I I=111=1 I I=111=1 I I=111=1 I I=111=1 I I=111=1 I I=111=1 I I=111=1 I I=111=1 I I=111=1 I I=111=1 I I=111=1 I I=111=1 I I=111=1 I I=111- Q I Q IIII=I I I�IL—I I U2.5 OF ASPHALTIC PAVEMENT — \ (SP-3, 0.50) INCH (�"), P6 58-26) PROJECT NO.: O B 4" OF CRUSHED 14" OF 6" UNGRUSHED AGGREGATE AGGREGATE DRAW0N2 BY: COMPACTED 5UB6RADE BE 0 CHECKED BY: 0— TYPICAL ROAD CROSS-SECTION JBD.ATE: Q 0 4 scale: I/211= I'-011 06/03/2024 O 0 SHEET NUMBER A U 0, C3.7 O L_ Q 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16