Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
C3.1_Existing Site Demo
0 C�I C ---- -- 5 -- —— ——--------3 -- — -- --------- -- - ------- -- - ------------ ---------- -�--- ---- --- -- ----- _----- -- - - - O I - ---- ------- - --------- ---- - o — ------------------ __ _' -----'� -- -- �-J— -- 301 3oi ————— ——— —d07 — —for _-- \ _!_ — -- —— —�___ — —— — -- T0P (�_\/I[/q 1 ____ _____ _ OP TOa O BL OVI\ I \30—// '//I —30- ———— �— ————I —__(/——'/ 1— i i0P�0�— i0P —____?O — Sop — , d OP———— —— OP301TOP Ol�l TOP 301 I III' ■� �J g W z W z w 11 I U) � \� I I W Q co / ' i w w { I _ ------S. BLEACHFIELD AVE----------- --- --- ----- _ / ----- - ------------------ -- -- ------S BLEACHFIELD AWE. ' ,� V 7 w I \ J � ' _ �SS\�N L w,l 1 9 // / ''� // 1 o� ��C, 10/23/2023 I kl I I w SEWER EASEMENT TO BE VACATED. M i� �� M N N N N // N N / 1 v� � �� AID �- w 0 0 �o / i i �l/,q N 0 B. o o N I I I� 1 O / // /' / M i CHECKED BY: ® ® BLOG(@ .3 / / / / O DAVID A. BAILEY P.E. cc ( ® BLOCK .5 F-77 4 ® ® i d 1 DRAWN BY: . _ o� � >� — 1 0------- / EL CK J -- --T-- — --- ---- a — ----= --- - — -- -- ----- I o I JBD /O 1 --- I i- ---0 / i ii ii ii ii - / ice- � it--- ri it--- ri /r�---r r---�---r r��-- r--- -r r�---r r�---r I II I 2 , / BL OCK 15 ' j I I i/ a j --- N ------------- �® 1 0 1 ------- i 0 0 0 0 0 / __—_ ---------- N N N N �' r7 % s -�---- 1 ♦ // � _ i � \ i i i i i i i i i i i i i =� ii i i i i i i i i i i i i i ' ►� / ti j------------------ i-----------N------------JI o i ---- --1 1--- F- / a ;;s. AMORi LA ,� V�.i I (n J� I ° s W ------- ----------- N a 1 W W O u � VII Z IF -----r--------------- IF / �V 0 Q U M --------------------- _j z t--J -- - — --- ---- - --� I 1 — i —® 1 li0 --- - - N - - —I-- -- — -- - — - �—--- i I EXIS�NG P BLIC S UTILITY EAS MENT, I n CENTERED N EX. 1 -------------------J l°i r O LOT IL NE, T 1 0 VACATED. j / I 0 I------------------ W 1 1 _-- -- ----------------- ---------------- -------------- KEYNOTES ' _-_--d - O1 � M - n I O PROTECT EXISTING CURB, GUTTER & SIDEWALK Q O O PROTECT EXISTING GRAVITY SEWER MAIN, ------------------ MANHOLES m & SERVICES. / I ' / p W J 3� PROTECT EXISTING WATER MAIN, VALVES, HYDRANTS & SERVICES. ----------- ------ � IIII V ® PROTECT EXISTING PRESSURE IRRIGATION MAIN, VALVES, STRUCTURES & SERVICES. N/ /' p ' LIJ MAINPRO &T EXISTING STRUCTUR STRUCTURES. IRRIGATION N W NOTE: © REMOVE EXISTING GRAVITY IRRIGATION ACTUAL CONDITIONS DURING TRENCHING MAY REQUIRE STUB & DISPOSE OF OFFSITE. SEE ADDITIONAL PAVEMENT REPAIR BEYOND THE LIMITS SHOWN ON ' J SHEETS 7.1-7.3 FOR GRAVITY IRRIGATION THE PLAN. THE FOLLOWING CONDITIONS ARE LISTED IN SEWER EASEMENT TO / PLAN & PROFILE. SECTION 6000 OF THE ACHD POLICY MANUAL 1 _ ;BE VACATED. i — 1 7O FILL APPROX. 1770 LF EXISTING 1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL IRRIGATION DITCH BE PARALLEL TO THE CENTERLINE OF THE STREET ANDINCLUDE ® COORDINATE DEMOLISHMENT OF EXISTING TRENCHING NOPERATIO OY AREA PERATIONS. BY EQUIPMENT DURING TREES W/ LANDSCAPE PLAN. 90 ACCESS ROAD TO BE DEMOLISHED W/ 2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS DEVELOPMENT. 50% OF THE TOTAL ROAD SURFACE, CONTRACTOR SHALL n 0 REPLACE THE ENTIRE ROADWAY SURFACE. NOTE: -- ---- --- --- I 1 ABANDONED BUILDINGS, TEST PITS OR 3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO 6 ,4 WATERWAYS LOCATED WITHIN CURRENT OR ENSURE MATCH LINE DOES NOT FALL WITHIN THE WHEEL PATH , ® B OC FUTURE RIGHT—OF—WAY SHALL BE OF A LANE. MATCH LINE SHALL ONLY FALL IN THE CENTER �P _ 4 4 ® i I . I U RE—EXCAVATED TO NATIVE SOIL AND OR EDGE OF A TRAVEL LANE. 0 �a'I L.j BACKFILLED WITH STRUCTURAL FILL PER EXISTING PUBLIC / ISPWC SPECIFICATIONS. 4. PLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED UTILITY EASEMENT TO/ DATE: IF THE NATIVE TRENCH MATERIAL IS DEEMED UNSUITABLE BY BE VACATED. // 1 , .. i, 10-18-2023 LEGEND ACHD INSPECTOR, DOES NOT MEET COMPACTION STANDARDS PROJECT: OR TIME IS A CRITICAL FACTOR. 50 0 25 50 100 C2023-002 TYPICAL EXISTING FENCE -SHEET- LOCATION ANY EXCEPTIONS TO THESE RULES SHALL BE APPROXIMATE TEST PIT PRE—APPROVED IN WRITING BY DISTRICT STAFF BEFORE SCALE IN FEET LOCATION CONSTRUCTION BEGINS. 1$$=50' 3 # 1