The URL can be used to link to this page

CC - Skybreak Lane Plan KEYNOTES �,\oE SFo�44 m10 CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. a_ INSTALL TYPE 1 DRAIN INLET PER ACHD SD-601 WITH 12" SUMP. Z �A 11669-70 11-12-21 0 INSTALL TYPE IV DRAIN INLET PER ACHD SD-604A WITH 12" SUMP. OOTFOF�OP�O Q� ® INSTALL PRIVATE STREET NAME SIGN PER ACHD TS-1 109. y�E M.GAP Ln O NOT USED THIS SHEET. 0 25 50 100 150 U J © NOT USED THIS SHEET. HORIZONTAL SCALE: 1 = 50 N Y O7 5 FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. VERTICAL SCALE: 1" = 5'O Y/ ® INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A AND TRUNCATED DOME PANEL PER J w ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC V) YELLOW." \L D o N SITE KEY 09 INSTALL MID-BLOCK PEDESTRIAN RAMP PER ACHD SD-712G AND TRUNCATED DOME /� 1"=500' PANEL PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED a in o Q) 00 LL_O "TRAFFIC YELLOW.' 0 co M 0 ® INSTALL PEDESTRIAN RAMP PER ISPWC SD-712C TYPE "C4" AND TRUNCATED DOME O 3 v) PANEL PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED m w u00 cn "TRAFFIC YELLOW." a 0 W m !_ Ld a_ Q1 INSTALL CONCRETE DRIVE APPROACH PER ACHD SD-710. TIE INTO EXISTING DRIVEWAY. w r� z 0, W U SEE SHEET C4.4 SEE SHEET C4.5 V) Ld I ? I I x coP IL W I w o I z I ' _j BLOCK 3 , I Lu CD I'a U I a I w � I �2P 74 82 w 0 r o I w Q 25 cn I BLOCK 3 I z I z I I ^p � .• ° I ?`9x / \ p Six z �� o9 / \ �� 6 SEEPAGE BED #6P ��`�U�9 j �G 0 �Gpk ?)jAxR, ?bx, a 2 x 2 x ?ex 4 0)� �lx 92 C I D '� '� n 7 >> 9 �j Sj >> 8j 2, 9 I O 1 p 2> 1,9 �O I �.� pp. �,\p•IDX �j8 O� j�A 1 �,'S 6' O 24 ASS�9 I I 1 x� , 6' O of� o �,�0 ��x �` S gR� A� ti�ptip� 73 \ •�ST/ 0 7 � ^ � o o o o �' Z 00 N 23+00 24+00 o ap 25+00 S SKYBREAK LN 26+00 27+00� ® 7 ® ® I a U 1 7 ^ N OO, o m o \ m — ® — I — — �o — — — m 3 0� 7 31+93 I 0-1 U Ljj00 —► +00 —30+00 0 ® I a g N ��00' 6 N O M 7 �O 8 � 8 O 4 (2 S SKYBREAK LN N m 2 0 0 I w o 22+03.55 > S,9 �i �2 A >S ° h� 2766.63 G 11� G 1�a• o R ?, ,emsD h � O D X �Qi C, x �D o pap `G \x `x G' 8 t0 xn x Q� 1 �C to ti w 0 �• o ^�• 5p ^�• 5 1^r 5 1^r y 1S 6 I z 00 N N N N n s ti xh1�0 ?, .SO 4 ti ry ry �/� tit tit ti� X p�OQ �G I J O N N �'� y�j 6p0 �� yh �p� I d 1 �� 1 1 . .So.SR �� 1 � 1 •. � ti O I 1+536� 2 93 94 95 96 97 98 99 100 I 72 71 70 69 68 67 66 2 66,6 �66, 0 92 I j Z '• I w p 16 �x J 21+26 g6�C �jS06 0 BLOCK 3 I BLOCK 3 O I Z166g0 0 - I I DESIGNED: C. GRAHAM o x26, ��; 83 57 65 NV388 I DRAWN: C. GRAHAM 0 Lil +— ;96, � Q 30V219 I V) `� I SEEPAGE BED #3P 0 ° 1 I CHECKED: C. GRAHAM a. 15 I Ld w BLOCK 3 I APPROVED: C. GRAHAM z o SEE SHEET C4.2 SEE SHEET C4.4 SEE SHEET C4.5 PREPARED FOR: 2790 2790 G20 LLC PO BOX 593 w -------------------- -------------------------------------------- --------------------- --------------------- -------------------------------------------------- HIGH PT STA = 27+08.42 EAGLE ID 83616 ------------------- ------------------------------------------------------------------ --------------------- --------------------- -------------------------------------------- --------------------- -� HIGH PT ELEV = 2777.33 z PVI STA = 27+08.42 Q PVI EL = 2777.47 K = 29.12 2785 LVC = 58.25' w 2785 J Z rn00 map__ `t g U) N �— O Y rn r` r` 00 r` r` r` W r` N O M r ZO + +r + co C; -------- --------------------------------------------- (pN `N N r`II II N S N � W O � J J N N t+ uio ^ U w �w Q II Q + ,n af J cn 2780 N N -- m w w rn N w W 2780 J LOW PT STA = 21+54.28 ---- - ------------------Q II —— > > Q II � `M z _ O LOW PT EL = 2766.18 N w - --k N w z c+ N g o_c�- � J c� ao � o --------------------- -- PVI STA = 21+81.96 --- --------------------- -------- ---------------------------------------------------------------------- - ------------ - ___ _ W -- --------------------- ------------------------------------------------------------------ ---------- r� r` _ ------ \ + 7 PVI EL = 2765.85 _ Q w - a � � <�� ---. -1.009d ---- - � � c� p c 11 N z ---- --------------------- ---------------- -- - - -- - --------------------------------------------------------- O K - 25.89 1.00% _ 00% -- --- < IQ II o 1, � w o LVC = 100.00' -- FINISHED GRADE - --------------------------------- ------ --------------- ----- - N �- - 0 2775 / - a c� 2775 Ld coLn --- ------ -- / / - � w 10N / - ; Q Z o M(p / 0 09 (o J --------------------- -- ± ------------ --------- ----- v^ CL a_ N N N N N w II J I J ----------3.00 0% --------------f------- Z = caw vw / --------------------- - > ----------- co > / m w ' 0 W J � 2770 / ' +� 2770 m � 12" STORM N w / DRAIN CROSSING M II W / n J W W - (o // EXISTING GROUND w Z Q� 69; o o -� ----------------------------------------------------------------- --------------------- --------------------- -------------------------------------------- --------------------- - rn co / Z_ co N // � � J � 2765 N II / 2765 W (0 J 00 / — II O W - / � �\ N H (O 0_ I ) t0 J Y +N // W N ------------------ ------------ --------------------- ---------------------------------------------------- II J /w 12" STORM Na-N DRAIN CROSSING �' V) 0 2760 2760 --------------------- ------------------ ---- -------- --------------------- -------------------- ------------------------ ----------- --------------------- --------------------- - ---------------- --------------------------------- - ------------ -- --------- ---- --------------- ----------- --------------------- ------------------------ --------------------------------- ----- -------- --------------------- w (� J 2755 2755 00 Lo i[7 m 'L;� cn m N cn I� 0) M m M cn t0 cn m Of m I� cn 0 0O 00M 0I� 0t0 N 0 �•. 0t0 t0 N In 0f M q OR N M 10 00 O M In 00 M 10 00 O M -4: Oo N M N O O In M O tp In N O In In Im O In In In O O (V 0 co co 0) co N M m 0 O O N M M 0 Lo N ui 0i co m c6 tG N 06 N Op tG N tG tG ui tG ui ui 4 4 4 4 M 4 M v N t0 t0 In t0 In Co t0 t0 t0 t0 t0 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 N N N N N N N N N N N N N CSW PR03ECT NO. 19044 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 DRAWING DATE 11/12/2021 0� 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 w O o S SKYBREAK LANE PLAN AND PROFILE 43 STA. 21 +00 TO 33+00