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HomeMy WebLinkAboutConstruction Drawings_Part7 a o a N �S\oNAL EN m J O Q a 3-2 26 v Q 0 25 50 100 150 O0, ?�T of\OPT 1P� � E M.GAP u HORIZONTAL SCALE: 1" = 50' U VERTICAL SCALE: 1" = 5' J V) 0 SEE SHEET C4.1 i W J w I`m M I 17 N I J w �� "� I \L o Im 0) 0 I I I ACHD SEEPAGE BED #1 ' N S B•0�� rb , U 00 � v �' 63S 6g� r N �9 TRC \\ Y+ o O I I �' 2�j g ( 2713.0 z r .08 33.00' 16+82.88 I X - a p o w 6 TRC W 80.65 1. O �" rn 1 �' _ 76 R� 12 \ y m w U) � \ z Q N 7 X�? } G (n u Qu cn I I m� =w N �r ,g 35333� 1Q \ <� m O o rriu°� �� . a N z P+ o N o Y ���sx? ��s S2j�2 6 yr s co W i O O W O O eM J S 1 O J 1 Q f6 rl I I x o wo it G �3�� x O - -? �_ �C I G \ < BLOCK 9 o U w o n� r �. ui ,O�s9, _ -9� `� �� R O a2 Cfz \ �� U o ri 0 o o � � fLa W I ',\ ` - 3� > o -� 1� °j `y O� BLOCK 10 �c �c 2 Q r \ �j fn n6 G o0 14+01 0 In 00 Dcx h G -I- `� � 2 '\6k9 g5�' \ u I NJ4.51 o vi 2 n x n � eF t 9• < co + 2 1 c� O m �u L b -� 00- - - - � -� o a� C, - - 3 2�0 �. x 1 16 - r m 2 o=ems CD � o �J �X - v�j3 0.�5 ^o .�` U I V N 4 c8 \ N N ' v,`O by �s �9 2 x>9 TVC 6 N `1 r >>w 12.70 TRC 11 w F I I a ,LO ry � �- - - - -�8RRG90036j- m 15}00 0 ml� G R\��00 00 17+13.31 �G'\ yl rO Q N I Ir� I M ~ �c �c 14+0=r�® ml� W R RN OR � 4 2 w SITE KEY cello+o _�I 11+00�� 0 3 12+00 - 13+00 o I 2 - x o X z R 0 t coo T- �--_�' ?> ro°j �� o. N \ BLOCK 6 I I o to W. ROUTEBURN DR N 0° M ui _ - - - -� e: O u o N,1;�;�O ti 17+32.82 O e 2713.30 TRC \ \ 1 =250 I rr R=500.00 2 4 I < 7gx �c r� N ,, 2713.00 TRC GFtPOi� 17+53.39 �C 6 :270p.45 SO02� �U W ` M V 8R 00 2713.19 TRC 10 �\ � � = o,I z h U o-O G l o� 2x,9 - - -x�� �� ��. ^^ �� V lg+ TVC Q 0� �� �5 �0 17+77.42 cf) O W G i-ij O _ _ ! o ? O �S 0 h O' �' 3 3p.0 0 `V o, 0 z I N -.`'�' h - - o x o SS o 6°' '� ^O p�'O 4.Sg 5 o Y 7 X N C) M x '� O N o `L Z ti x ^ ��a U O R eri J '� W �� I to .'` �ti' x ow a �' o �3 � F o I- I 1 I ID I + rn. • z ti6 � � z-+ �- - - BLOCK8 Uw .�^000� Zo w+,, °' N 18 ti oo C\ _O i o v o w�� -Q N' ti U �G_ I N v N a m - 6, ACHD SEEPAGE BED #2 G auwi oo +Lo o �W n hry / 7 0� �3 �� N on O°j 'Li9 9 J to ^" �h GD / o p KEYNOTES 1 I �N ����so"9� 2712.58 TRC o 0 o •O 9 I z m I �� O' 18+71.42 a 1O SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF I ACHD TEMP SWALE #3 17 Q U) 2 FEET TO PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. _ I I / 1u _z 2O INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES I I I I 1° ^ I xx00 / N PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND SEE SHEET C4.1 BLOCK 5 N 0 = COLORED "TRAFFIC YELLOW". B. 2712.03 TRC Z to ��. 19+55.01 � O3 INSTALL MID-BLOCK PEDESTRIAN RAMP PER ACHD SD-712G AND 16 TRUNCATED DOME PANEL PER ACHD SD-712. DOMES SHALL BE CAST °' N Zp INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". �� w N N 1 o C ® INSTALL TYPE I DRAIN INLET PER ACHD SD-601 WITH 12" SUMP. No 15 EP �cr o O5 INSTALL 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. o / DESIGNED: C. GRAHAM �o © 5 FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. DRAWN: L. HAASE O7 INSTALL STORM DRAIN OBSERVATION WELL PER ACHD SD-627cf) . 2725 2725 CHECKED: C. GRAHAM ----- ---------- -------- ----- ---------- ---------------- -------------------------------- ---------------- --------------------------- APPROVED: C. GRAHAM z -----LOW PT STA = 14+49.11 ----- HIGH PT STA = 16+57.74 --------------- -------------------------------- LOW PT EL - 2700.94 HIGH PT ELEV = 2711.94 z In PR R ------ -------------------------------- --------------- -------------------------------- --------------- -------------------------------- --------------- ----- PVI STA = 14+89.11 PVI STA = 16+20.33 o PREPARED R E D FOR: : o PVI EL = 2701.54 PVI EL = 2711.38 '� c~�a 2720 272o F 1 1 1 LLC � K = 20.00 K = 14.77 co t � O WQ -------------------------------- ---------------- -------------------------------- ---------------- -------------------------------- ----------------Li ----- LVC = 120.00' LVC = 88.62' - M }a ^ ^ cn ------ ------------------------------- ---------------- -------------------------------- ---------------- -------------------------------- -- - _ - EAGLE, 83616 It* co� + N 3 II 11 N -------------- ---------- + N o� --- ID ----- ------------------------------- --------------0 ----------- of -- N J ---- --------------------- - � F X --------------- ------------------------------ --------------- -------------------------------- ---------------- -------------------------------- - �O +0 0� Q II O N W II N Nw ---------------------- U 2715 II J II J ',5 S a N w o f- 2715 ------ ------------------------------- > > -- ----- J Uw Uw w aC� - - - - 5 - z¢ ---------------- -------------------------------- ------------- - a -- a a w� m m Y _� w - 1.50� -0.6570.--------- Lu - 1.50% - ------------�� _ ----- -------------------------------- / ------ ----- ------------- / �� ul 2710 / r-� n 11-N to 2710 0 (n I� J N (V N / MM N - IIw Lo II U +^ n d ° No w a r'N °'N ------------ to II ------------ C) '1 II N U W W+ O LOW PT STA = 10+48.60 ao ate' * oo Y ----- --- / II w -----------------------� ------------------------ LOW PT EL = 2691.73 + °' - n U / a 12" STORM () Q 2705 _ °' II N - 2705 Z W PVI STA 10+65.00 N a II g / DRAIN CROSSING Z z PVI EL = 2691.48 a II-- -- � w w ----- -------------------- - ------------------------------------- ------------------------ D - Q V) / z p K = 21.59 N w-_ O J � LVC = 80.00' a a c� 'F --- ---------- ---------- --------------------------- s -------- --- ---------------- --------------- -------------------------------- -- ------------------------------- ------------ -- ----------------------- --- V J _ --a a- _ o0 000---------- o0 00 --1.50%-- - --------------------------- --------------- --------------- --------------- ti 1.500, i t� -------------------------- 2700 O + +N , 2700 LJJ O O O N • co-O II -� II -------- --- z Q oo ►? I: II w clli w FINISHED GRADE / LiO + N rn U ---------------- --> -------- ------------ ---------------- -- --------------------------/ -------- -------------------------------- --------------- -------------------------------- ---------------- -------------------------------- -------------- ------------------- W w 0 0) + m W // Lo O fn \ to_O - O -�-- 0--- W Il I II N 2.66�0 rn�n N W oHwQ II CRN=� -------------------- --- -------------------------------- ---------------- -------------------------------- ---------------- -------------------------------- ---------------- Q z in W H J .0)00 0 II J O z 2695 J 5 5-N w ��� M co a w 2695 � L -- - ---a.a. S ----------- - ---------------------------- ---------- --- a ------------------------ ---------------- -------------------------------- ---------------- -------------------------------- ---------------- -------------------------------- ---------------- ------------------------------- �/ - ------ ----U w-------- ----------------------------- --------------- -------------------------------- --------------- ------------------------------- li - I..L 7 a11. J ------- --- ° --- ---------- ---_-__ ------------------------- ---- --------------- -------------------------------- ---------------- ------------------------------- ------------ --- -------------------------------- ---------------- -------------------------------- ---------------- -------------------------------- a DC ------ --- ------ ------------�- --------------------------- ---- ---------------- -------------------------------- ---------------- ------------------------------- ---------------- -------------------------------- ---------------- -------------------------------- ---------------- -------------------------------- Q Z m 2690 0o M \ EXISTING GROUND 2690 W 0 o+rn - - ---- -------------- --------------- -------------------------------- --------------- ---------------- ----------- --------------- ------------------------------- --------------- ------------------------------- --------------- ------------------------------- --------------- -------------------------------- II N --------------- ------------ -------- --------------- ------------------------------- --------------- ------------------------------- --------------- ------------------------------- --------------- ------------------------------- --- ---------- ----------- ---------------- -------------------------------- LLJ m-1 -1.05X 12" STORM --------------- -------------------- ---------------- - ---------------- -------------------------------- ---------------- -------------------------------- ---------------- - � w DRAIN CROSSING J_ ----------- ------- ----------------- ----- ----- ------ ------- - ----- ---------------- - -------- ----- ---------------- - - ----- -------- ------ -------- ----- ----------------- LL � 2685 2685 to CO M a N_ N_ N t0 to O O to to O) to I� N a N N O M 00 a0 M i-. N_ n O i-. t` t0 to 1 1 M M 0! f` M f` O O to Y r� d O N N M Ol Ol d t0 CO CO Ol M t0 M t0 CO M d t0 Lu (v fV fV O N fV tM K) to K) t0 to f.. t0 Oi co O O O n fV c6 c6 O Ol I'M 7 � t'.V tf) I'M t I'M t t'.V t t'.V � t'.V ,w O O O O O Ol O Ol O O O O O O O O O O O O O O O O O v, O co co co co co 0 co 0 co to 0 0 0 0 0 0 co n n n n n n n n n n n n n n n n n n n n n n n N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N CSW PROJECT NO. 24005 ) 10+00 10+50 1 1+00 1 1+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 DRAWING DATE 03/02/2026 cc p W. ROUTEBURN DRIVE / S. MAVORA WAY PLAN AND PROFILE W STA. 10+00 TO 20+00 C4mO