HomeMy WebLinkAboutHRSM#3_C3.0-PINE FRNTG Lf)
0 10' 20' N 00
Lo
w E N �
SCALE 1" = 10' N
5 0 30' 60'
3+99.07 W. PINE AVE . - FRONTAGE EXPANSION E
60.39 CL
CD
STA: 0+00 . 00 - STA: 5+00 - 00 SCALE 1" = 30'L ms
W m z
� o
(60.55SC)
N W. PINE AVE. +00 Q� >
N �------ � W
2 =Ld 2558-_ CHISEL-X
W m EL=2560.25'
N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - z \ ` - -----------
6.00' 14.00' 6.00' O --- ----- --- = -------------- ---
- 0+99.45 +50 2+00 .2+ 0 3+00 +50 3+99.07 4+32.40 4+50 5+00 5+50
EPA
g 60.64LIP 57.90 CL g 58.38 CL 58.89 CL g 59.35 CL 2 59.79 CL 9 60 21 CL 2 60.39 CL 60.34 CL 60.28 CL --2560--__ fiD,17 CL 59.95 CL 9 m Q
__
iM 60.65LIP 60.67LIP 1� 60.68LIP g AVE. 4 00 (60.55SC - - - _ 5 0 W PINE AVE _- m J 0
N W. PINE AVE. )
0+00 - - - - - - - 1 00 '' - - - - - 2 00 3 � � -
(58.17SC) 2 0 ,,,, f - - - o I (60.60SC) 5 •0 2 J
(59.61 SC) (60.05SC) (60.43SC) O 5 (60.66SC) (60.39SC) - 10 (60.27SC)- = Q
- - - - - - - - - - - - - - - - - - 1 - (58.58SC)- - (59.11SC)� �o - - - - - - - - - - � - - - - - - - - - - - °- - - - - - - - - - Z e
w
a -
60.69SW 60.71SW _ M 58.27LIP --- ~� _ " q EP_ _ - N oo _---
8.49% �' - --- 59.22SW - `
EP
O 8.17 0 5 ^ __ -- _----------- 61.42SW \ rn
61.26SW o �^ Lo C.
x_ - 1 - --------------- - -58.96SW _ 59.96SW - _____-_-_- 60.46SW _60.83SW _-� �� ��' 61.26SW - 61.43SW 61.24SW 61.06SW _ V
__ _ 58.81NC 59.38SW-� - �� -- - --- -- z
61.30SW I / 60.81SW 60.83SW 61.34SW ---------- -- I i - (60.16EG)� (61.30EG)-+-�--- - --- - 61.61EG __ 4 6 (60.73EG)
z ( )-- (60.98EG) 6 (59.98EG) 0
15 - --�- - -- - - _ L --� o -
- -f--�__ _ j -(61.62EG)_ I I
/ 1 58.81 NC 10 I I I I I/ U o_-- c> o c Cl ---- c� o - c o o / c� o __-- �' o
U oo o U o I- I I / o ---- -- o --- - - --
O �' I >< I -��---f o 15 _ l-- --- 15 o 4 °° I I CD m
�--ToP oo . �e Q Q oo /,;"\ (� ---- _- �i� oo ---_ - �, -_ - °° - CO Id/ I \ o- -
N _ a0 i r'J � �' C f \ O O
� O � O O O O O �� � � � O O �
� �' - 0+99.45 18.00'R 3 \ I I o) rn o o ,n o o � o o \ co N � o o � co
_ o o C w I I o 0 + + + t + U o U o
(60. Q > 58.81 NC o N \ M + o 2S %_ o d
` LJ`\` Q I \ I I N (59.83EG)- -\\ o0 o N o G/iQ \ o o N ���// O Q
W59.00SW I \I I i rn I .\ O 19 rn a, �\ �, O ��\��� ���\��� 6 LL
GRAVITY IRRIGATION Z 0 59.05SW 1 ss s ( ) `� ± �; F O LL
i M I i I O s , 61.12EG + +
14' DRIVEWAY CUT ELEVATIONS IY I n , \` 17 I I 1s �, \ _ \:�:
- Wm
W �
CD
� W
R.O.W. EXISTING PINE IS SUPER ELEVATED To DRAIN TO NORTH SIDE OF ROADWAY. KEYNOTES: W
KEEP EXISTING DRAINAGE PATTERN AFTER WIDENING & INSTALL R.O.W.
REVERSE LIP VERTICAL CURB AND GUTTER ON SOUTH SIDE OF PINE RD.
30.00' REMOVE CURB TERMINUS & CONNECT TO EXISTING CURB, GUTTER, AND O8 SEE CROWNED PINE FRONTAGE DETAIL THIS SHEET. O O
30.00' ASPHALT. CONTRACTOR To FIELD VERIFY CONNECTION ELEVATIONS BEFORE
CONSTRUCTION. IF DISCREPANCIES OCCUR, CONTRACTOR TO CONTACT
12.00' 18.00' ENGINEER OF RECORD FOR REDESIGN. O INSTALL 6" VERTICAL CURB AND REVERSE LIP GUTTER
VARIES 1' 7.00' 2.00' VARIES' t9' PER ACHD SUPPLEMENTAL DRAWING SD-701R
6.00' 1' 7.00' 2.00' 7.00' 9.00, SAWCUT EXISTING ASPHALT A MINIMUM OF 2FT TO CONNECT TO EXISTING U
CROWNED FG ELEVATION ASPHALT AND AS NEEDED TO ACCESS EXISTING UNDERGROUND UTILITIES.
SEE PLAN VIEW KEYNOTE 7 2 CONTRACTOR TO SAWCUT AND REPAIR PER ISPWC AND ACHD SUPPLEMENTAL
3.� DRAWINGS SD-301, SD-303, SD-806. 10 REMOVE PHASE 1 EXISTING ASPHALT RAMP.
SAWCUT LINE ,3.
S(OpEAX C�T 1.75% SLOPE VARIES SEE PLAN FOR ELEVATIONS StoPEAX BUT 1.75% SLOPE VARIES SLOPE VARIES SAWCUT SECTION LINE
,� MPX F\�\' • `' ' " ' SEE PLAN VIEW 1 MPX E\�` - SEE PLAN FOR ELEVATIONS
SEE PLAN VIEW PINE AVE SEE PLAN VIEW
S�oP PINE AVE. 2.00% REMOVE EXISTING SIDEWALK BARRICADE & MATCH EXISTING SIDEWALK
E �'• o y O ELEVATIONS. TRANSITION DETACHED SIDEWALK TO ATTACHED SIDEWALK. 1 1 CURB TRANSITION FROM REVERSE LIP CURB AND GUTTER TO 6" VERTICAL CURB.
E o 0
1' FLAT LANDING SLAP o 0
BEHIND SIDEWALK o 0 0 0 1' FLAT LANDING o 0 0 0 0 0
BEHIND SIDEWALK O4 CATCH EXISTING BERM GRADE @ 3:1 SLOPE. 1 2 CURB TRANSITION FROM 6" VERTICAL CURB To 3" ROLLED CURB AND GUTTER
7' SIDEWALKS PER ISPWC AND ACHD 3"-ASPHALT 3"-ASPHALT I PER ISPWC AND ACHD SUPPLEMENTAL DRAWING SD-702. O W
SUPPLEMENTAL DRAWING SD-709. SP-3, 0.50 INCH (Y") MIX, PG-64-28. 7' SIDEWALKS PER ISPWC AND ACHD SP-3, 0.50 INCH (Y") MIX, PG-64-28. .
EXTEND BASE MATERIAL 6" BEHIND CURB (TYP.) SUPPLEMENTAL DRAWING SD-709. INSTALL 14' DRIVEWAY CUT PER ISPWC AND ACHD STANDARD SD-710B FOR INSTALL 6" VERTICAL CURB & GUTTER PER ACHD W Z
4"-3/4" ROAD MIX OR MATCH EXISTING 4"-3/4" ROAD MIX O ACCESS ROAD. SEE DETAIL ON THIS SHEET. 13 \ W
WHICHEVER IS LARGER EXTEND BASE MATERIAL OR MATCH EXISTING SUPPLEMENTAL DRAWING SD-701. / O
6" VERTICAL CURB AND REVERSE LIP 6" BEHIND CURB (TYP.) 20"-6" MINUS PITRUN WHICHEVER IS LARGER Q
GUTTER PER ACHD SUPPLEMENTAL 20"-6" MINUS PITRUN 6 SEE GRADING PLAN FOR ACCESS ROAD DETAILS REMOVE EXISTING SIDEWALK BARRICADE & X
DRAWING SD-701 R. 6" VERTICAL CURB & GUTTER PER ACHD 14 MATCH EXISTING SIDEWALK ELEVATIONS. L�J W
SUPPLEMENTAL DRAWING SD-701.
PINE AVE. FRONTAGE - SUPER ELEVATED PINE AVE. FRONTAGE - CROWNED CREATE NEW CROWN TRANSITION FROM SUPER ELEVATED ROAD TO CROWNED INSTALL KEYSTONE WALL AS SHOWN IN PLAN VIEW TO PROTECT
O7 ROAD. TIE NEW CROWN INTO EXISTING CROWN TRANSITION ON PINE ROAD. 1 5 EXISTING TREES IN PLACE. SEE ELEVATIONS ON THIS SHEET. W
STA: 0+99.45 TO STA: 7+28.33 STA: 8+22.64 - STA: 9+06.25 SEE PLAN FOR ELEVATIONS.
- NTS - - NTS -
Q
0
o 10' 20' N N
L�
a L
SCALE 1" = 10' S W. PINE AVE . - FRONTAGE EXPANSION 30' 60' E
60.28+CL �------ 601�+CL 00 STANDARD STREET NOTES:---------------------- _ _ STA: 5+0 0 . 0 0 - STA: 9+0 6 . 2 5 SCALE 1" = 30'
-----_____ 1. ALL PEDESTRIAN RAMPS SHOWN SHALL BE INSTALLED PER ISPWC AND ACHD S
-- N SUPPLEMENTAL DRAWING SD-712H TYPE "H2" UNLESS OTHERWISE CALLED OUT.
W m 2. ALL PEDESTRIAN FACILITIES SHALL HAVE A MAXIMUM CROSS SLOPE OF LESS THAN o 0
= W. PINE AVE. 2% WITHOUT DEVIATION. ALL PEDESTRIAN RAMPS SHALL HAVE TRUNCATED DOMES \ , z N Y
(n 5 00 PER ACHD SUPPLEMENTAL STANDARD DRAWING SD-712. DOMES SHALL BE RIGID _-_-__ I / -----� s w rn i
- - - - - m
2 �� -------------. sI1EETk / ,/� CT Z
(/') - INSERTS WET-SET INTO THE CONCRETE (CONCRETE STAMP AND ADHESIVE MATS �� _�- 2560------_ _ /s.,.„-� � `�, � a
NOT ALLOWED) AND SHALL BE COLORED 'TRAFFIC YELLOW' TBM#1 ------ `` - -- O �� I W N M
-------�- O / ��_ . - Cn w
_ (60.60SC) CHISEL-X `�--_,,,- / - / I__- ,� o uj
N EL=2560.25' _- O/ }\ cn o (n w
2V (60.39SC) = 3. ABANDONED BUILDINGS, TEST PITS OR WATERWAYS LOCATED WITHIN CURRENT OR I \, I 8 z w � z_
W fTl FUTURE RIGHT OF WAY SHALL BE RE-EXCAVATED TO NATIVE SOIL AND BACKFILLED - _
-------------- _-_-_-- --- PINE STA: 7+74.6 w 00C14 > a
Ld WITH STRUCTURAL FILL PER ISPWC SPECIFICATIONS. PROVIDE SOILS DATA TO VERIFY (60.02SC) -r.�_ ♦^ � J o � o
N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NATIVE MATERIAL MEETS THE REQUIREMENTS FOR ENGINEERED FILL PER ISPWC 5+00 5+50 6+00 6+50 7+00 7+28.33 BILTMORE STA: 0+00.00 2 8+22.67 8+50 8+90.02 V c� Q z 0 0 0
6.00' 14.00' 6.00' SPECIFICATIONS AND A COPY OF THE COMPACTION TESTS. - _ 2 EXISTING PINE �B,
6-0.17 CL 59.95 CL 59.83 CL 59.64 CL 59.52 CL 59.42 CL 59.49 CL 59.59 CL 59.69 CL 59.72 CL 9+06.25 CROWN TRANSITION L j n o N co o a
_ 59.65 C = o /U
1° 5 0 W. PINE AVE.____-- - 6 0 - - - - - 7 0 - 8+00 9+00 5 W PINE AVE. x o w
g N M g iN 4. PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS CONTACT ACHD INSPECTION o ____ I N _ � m C.
60.72LIP �� 60.70LIP 60.65LIP �� 60.63LIP FOR VERIFICATION OF COMPLIANCE WITH POLICY AND EXISTING PAVEMENT MARKINGS. '60.39SC) O (60.27SC) - -(60.04SC)_ _ (59.88SC) 2 (59.80SCnc�.
(59.76SC) 11 7 (59.73SC) 12 7 - - Co (59.95SC) -� _ _ 1 5 V m o i
N M W - �O
_ EP�� - - AT
- - - - - /- - a� EP- ° ( 9.89SC) �� o
13
5. ALL INTERIOR ROAD RADIUS TO BE 20 FEET UNLESS OTHERWISE CALLED OUT. U)
6. ALL CURB IS ROLLED CURB PER ISPWC & ACHD DRAWING SD-702 UNLESS \ / - ---- =60.65SW-- 60.57SW- ---- -59.90FG _0°1 60.45SW.-- 60.36SW
60.74SW 60.69SW „ N 61.24SW 61.O6SW N / ��--- a6� / 11. --- ^ o v o o
61.42SW b\ 7.97% \ 9 0• _ _ 60.2oSW \ (59.39EG) c v J
o ^ o OTHERWISE CALLED OUT. _ \ o 60.85SWJ 60.49SW \~°------ --- --- _
y e
1� 8.69% O ^ 1� / -- - ---- ------------- - �o - 62.33FG 6 20FG 60.13SW 14
7. ALL SIDEWALK IS 5 FOOT ATTACHED PER ISPWC & ACHD SD-709 UNLESS (60.73EG) \ /` / �. �_ `() (61.53EG) - 64.71FG 0 ------I------ ----- Q-- _ _� �p NA
Lo
cl o OTHERWISE CALLED OUT. Lw (59.98EG) `\ (64.00EG)j �---� - ___ ____ _-__ _ _ 15 1 5`' F/l/
O c� o I -- o 15 c� o -1-2563 -Q_ c> o u ocn
c� ry a' /2
- 61.38SW \ 60.86SW .60.81SW 61.29SW o0 _ ---- --- ---
N 8. FOR SUBDIVISION SIGN INSTALLATION; OUTSIDE INSTALLERS MUST BE BONDED WITH �� -�2562 ----- 00 15 oo \ 59.47SW ' Q' \ o 0
E p�p � O ACHD AND OBTAIN A NO-CHARGE RIGHT-OF-WAY PERMIT. co / cam - -- 59.68SW M N __ �;, , ^ m
o oo o oo _-x_ o ----------- O N i No N Ill J a T APPROV D
o + \ _ o CD o 0 0 ---- ---- - ---- rn o
O --2560---- + + N -- - II ____ __ e N ---__ 0 0 06 26 25
----------
�� � � � 0O. � 9. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. '� �' � �25 '� d � -'ol C° 301 �--- '� + -- - -------- + _ + °O � `� o O
,- so e - - - - - - - - - - - - --- ----- - CO - ----- - \ \ i I � i I I a+, F R CONSTRUCTI N
o N \ CUSTOM FINISHED (I.E. POWDER COATED SIGN POSTS, VINYL ON THE BACK OF \ w / I Ij
4
o o 6 REGULATORY SIGNS ECT.) MUST BE REVIEWED AND APPROVED BY ACHD. ,r, \ BLOCKI 4 a --2560 --___ I I II I I I sT �O
1 L - - - - -cy - - - - - I I I z T q P
D + \\\ \ + c0 ` / / TEOF\Q
)!-( ) SS6`
\ m I I I I I I III I
KENNEDY LATERAL i id \\ z -� - T� I ' ' ' I" ' r SHEET
14' DRIVEWAY CUT ELEVATIONS SEE SHEET C3.1 ' ' 'I
C3 . 0