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Home My WebLink About4144-5U-0 STA.10+57.50' X = 6.00'- y = 7.29' V=2.14' 23 0 W ABBREVIATIONS LEGEND: A.C. = V) z Y INV. =. INVERT BCR = 5 Z. ..M Z 14 r 9 91.96 FL REINFORCED CONCRETE OUTLET STRUCTURE O.G. _ -ORIGINAL GROUND C.B.. _ CATCH BASIN P:C.C. -_ PORTLAND CEMENT CONCRETE C.L, = CENTER LINE P.G. = PROFILE GRADE E.C.R. END CURB RETURN R.C.B. = z E.P. = EDGE OF PAVEMENT MEET EXISTING f .,::::r>: ITYP. w Q SUR. = SURVEY FL = O it o FS = FINISHED SURFACE TB = TOP OF BOX (R.C.B.) Il f u' T.C. = TOP OF CURB IMP. = . T.MH = a —S— SEWER MAIN Z a ---W DETAI E--- L cv II II W . Cm � rn --I!- Q:• M #4 BARS 0 6" O.C. •' FLAT INVERT -' N 4" THK. P.C:C.. (RAMP) .a 4 . _a 1 •... :... -. �, /4! .1 /4 SECTION ASA M o Z 0. . :. •�r: is- 4• ;- ;•- O & WALLS I*NLET SDETAIL U z o - - - aH47P PARAPET � m 01 ; ... Q� W 5m Wf:.:;fa 46 d : : #4 BARS ® 1 it O.C. ;: > in Q O BOTH WAYS IN FLOOR & WALLS W Uj a co :- in SLOPE _ -0.40 U-0 STA.10+57.50' X = 6.00'- y = 7.29' V=2.14' 23 0 W ABBREVIATIONS LEGEND: A.C. = ASPHALT CONCRETE INV. =. INVERT BCR = BEGIN CURB RETURN 14 r 9 91.96 FL REINFORCED CONCRETE OUTLET STRUCTURE O.G. _ -ORIGINAL GROUND C.B.. _ CATCH BASIN P:C.C. -_ PORTLAND CEMENT CONCRETE C.L, = CENTER LINE P.G. = PROFILE GRADE E.C.R. END CURB RETURN R.C.B. = REINFORCED CONCRETE BOX E.P. = EDGE OF PAVEMENT MEET EXISTING f .,::::r>: ITYP. _53 SUR. = SURVEY FL = FLOW LINE it �u� FS = FINISHED SURFACE TB = TOP OF BOX (R.C.B.) Il f u' T.C. = TOP OF CURB IMP. = IMPROVEMENT T.MH = TOP OF MANHOLE vo g0 CL CL Z U x � W. a. x Cb* Cb x G Q �F Oce` O L2A1 Off, O'.0 tiW10 ZZ Z. n0 CAST IRON POST NOTES: 1. (12 EA.) POSTS SHALL BE PROTECTED IN PLACE AS SHOWN. 2. (5 EA.) POSTS SHAL BE RESET AT 10' SPACING ALONG THE PROPOSED FENCE LINE AT THE LOCATIONS DETERMINED BY THE ENGINEER. PROTECT -IN PLACE (6 EA.) 4! C•l: -POSTS > PROTECT IN. PLACE AIR- VENT. MH's- AND ALL MWD- FACIU71ES Iz . 45 ADJUST' MANHOLE TO GRADE (FINISHED SURFACE OF A.C.) 0 0 ,. , •�,.t . 1 •+, .y.r w, w g a='=iso...-.f�`-.••� .; i rr z tPh P D in c� a- 36 " I i RESET 'f ' �~� ` G Wm - W I I C.I. POST 4j`.yop•`'` N m C1 IQ 2.11 IMFL '+t J•.� +-ti� x��9 c 33 cam' v v +Q` t- r ' ;: ; t C. 1' T •'' 45 {v_ �� i i _ s -�', I t •.fir - " r 91.98 FL END RCB & BEGIN r OUTLET STRUCTURE 2 r 'ter..+....+: -*e . ".'-'• ' . 43 2T RT w W 8 7 N o 25 AA • • X + M U 32' CLASS A ' CONCRETE (MINOR STRUCTURE) SUMMARY DESCRIPTION C.Y. 95.39 FS & TB 3 'REINFORCED CONCRETE INLET STRUCTURE 14 r 9 91.96 FL REINFORCED CONCRETE OUTLET STRUCTURE ' 60 40• RT STA.9+33.34 I h f �.��A� -.9 C ' o PLAN 93.72 FS & TB 91.82 FL I i' . 34 SIDEWALK RAMP SCALE: 1" = 20' 7 2. FOR PARAPET DETAILS SEE STATE STD. D82 y- 1 T GRADED EARTH MEET EXISTING f .,::::r>: ITYP. _53 PROPOSED SLOPE 40.60' RT. 9+18.94 IIC*B—* II it �u� �� R. C. B. INLET &srA. (91.75 - FL) II Il f u' OUTLET'STRUCTU B G 10.70' .O —S— SEWER MAIN Z RE ---W DETAI E--- L cv II II W . Cm � rn --I!- Q:• TVP. U 32' CLASS A ' CONCRETE (MINOR STRUCTURE) SUMMARY DESCRIPTION C.Y. ( TYPE A) CATCH . BASIN 3 'REINFORCED CONCRETE INLET STRUCTURE 14 REINFORCED CONCRETE BOX 1.5 REINFORCED CONCRETE OUTLET STRUCTURE 15 TOTAL: 47 NOTES: & UNDERGROUND UTILIW LEGEND-. � ASPHALT CONCRETE OVERLAY r #4 BARS ® 12" O.C. 1. ADD #4 BARS 'AT EACH SIDE OF MANHOLES AS SHOWN ON COUNTY STD. 210A 0 4' - to SIDEWALK RAMP PORTLAND CEMENT -CONCRETE 04 2. FOR PARAPET DETAILS SEE STATE STD. D82 GRADED EARTH O Z #4 BARS ®Er PROPOSED SLOPE C3 #4 -BARS ® 12" O.C. LA.. EXISTING SLOPE LSI B G 10.70' .O —S— SEWER MAIN Z ED ---W WATER LINE E--- 6.32' AT SECTION D -D cv f � • TELEPHONE LINE W . Cm � Q:• TVP. #4 BARS 0 6" O.C. •' FLAT INVERT -' N 4" THK. P.C:C.. (RAMP) .a 4 . _a 1 •... :... -. �, /4! .1 /4 SECTION ASA o #4 BARS 0 1 Er 0. . :. •�r: is- 4• ;- ;•- BOT H WAYS IN FLOOR & WALLS I*NLET SDETAIL A - - - aH47P PARAPET 2" - CLI TYP. m 01 ; ... Q� W 5m Wf:.:;fa d : : #4 BARS ® 1 it O.C. ;: > in Q BOTH WAYS IN FLOOR & WALLS W Uj a :- in SLOPE _ -0.40 4-6 Z LI Wm M ad m m SECTION C -C. SCALE: 1. = 2" Cr W o SECTION D -D IS MIRROR. IMAGE OF SECTION C -C #4 BARS 0 12" O.C. U ~ ' lit 4'-d' 6! SIDEWALK RAMP #4 BARS 0 6! O.C. 2! CLI 1111" �k TYP. m •-' FIAT INVERT 4 THK. P.C.C. (RAMP) � '* SECTION 6-B #4 saes .0 ,s' o.c. SCALE: 1" = 2'-0" eorH WAYS'IN FLOOR ec warms n-ri f o r n =A n VVILCI JI![VLIVRL v�InIL O.C. MARK CHANGES NO CHANGES RESIDENT ENGINEER DATE FIELD CHANGES CONSTRUCTION & UNDERGROUND UTILIW LEGEND-. � ASPHALT CONCRETE OVERLAY r #4 BARS ® 12" O.C. 11 4.32' 0 4' - to SIDEWALK RAMP PORTLAND CEMENT -CONCRETE 04 ♦4 GRADED EARTH O Z #4 BARS ®Er PROPOSED SLOPE J LA.. EXISTING SLOPE LSI B G GAS LINE .O —S— SEWER MAIN Z ED ---W WATER LINE E--- ELECTRIC UNE cv f � • TELEPHONE LINE W . Cm � Q:• TVP. r •' FLAT INVERT -' N 4" THK. P.C:C.. (RAMP) .a 4 . _a 1 •... :... -. �, SECTION ASA o #4 BARS 0 1 Er 0. . SCALE: 1" = 2'-0" BOT H WAYS IN FLOOR & WALLS I*NLET SDETAIL 4 THK. P.C.C. (RAMP) � '* SECTION 6-B #4 saes .0 ,s' o.c. SCALE: 1" = 2'-0" eorH WAYS'IN FLOOR ec warms n-ri f o r n =A n VVILCI JI![VLIVRL v�InIL O.C. MARK CHANGES NO CHANGES RESIDENT ENGINEER DATE FIELD CHANGES CONSTRUCTION & UNDERGROUND UTILIW LEGEND-. � ASPHALT CONCRETE OVERLAY r ... der, -r `r: 2� i A,4� vire' +�Fi �ti. ASPHALT CONCRETE PAVEMENT 0 ay"y' cr.. ,.r. vs 1r.it,�F.. to •z.t-�. -•- • PORTLAND CEMENT -CONCRETE 04 ♦4 GRADED EARTH O Z W PROPOSED SLOPE J LA.. EXISTING SLOPE LSI B G GAS LINE .O —S— SEWER MAIN Z ---W WATER LINE E--- ELECTRIC UNE Q . Z T.— TELEPHONE LINE W . Z 0 CONSTRUCTION NOTES: 1 SAW CUT & REMOVE existing concrete or asphalt concrete surfacing. 13 PLACE (0.60' Thk.) Asphalt Concrete over Compacted Native. 7 - PLACE (0.25' Thk•) Asphalt Concrete (Mise. Area) 8 PLACE Asphalt Concrete Dike per County Std. 117 9 • PLACE Asphalt Concrete Dike to Clear Manhole as Directed by the Engineer. 14 CONSTRUCT 4'° Thk. Concrete Sidewalk or Driveway. Width to match existing. 15 CONSTRUCT it Curb and Gutter per County Std. 115 16 CONSTRUCT I' to 12" Curb and Gutter per County Stds. 115 & 203 21 CONSTRUCT Type C" Sidewalk per County Std. 109 22 CONSTRUCT Concrete Sidewalk & Ramp per Special! Dwg. 110 23 CONSTRUCT Asphalt Concrete Sidewalk & Ramp per Special Drawing. 111 26 CONSTRUCT Type A Catch Basin per Special Dwg. .206 & Special Dwg. 203 27 CONSTRUCT Drainage Structure per Details on this Sheet. For Notes and Reinforcement at Manholes refer to County Std. 21 -OA 29 CONSTRUCT 4' x 1' RCB with Flat Invert (using 10' maximum earth cover as shown in the reinforcement table) per State Std. D80A, D80B & D82 31 CONSTRUCT Box Culvert Wingwall (Type D) per State Std. D85 33 INSTALL 36" Manhole Frame & Cover (Roadway). per County Std. 205. 34 INSTALL 3.6" Manhole Frame & Cover (Parkway) per County Std. 205A 36 PLUG END & REMOVE a portion of existing pipe. 37 REMOVE Existing Concrete 38 RESET Post. See Details and Cast Iron Post Notes on this Sheet. 39 RESET Mailbox 41 INSTALL Chain Lank fence along the R/W or at the location shown per Caltrans Standard A85. See Chain Link. Fence Summary on Sheet 2 42 INSTALL Chain Link Gate per Caltrans Standard A85. See Chain Link Fence Summary on Sheet 2 45 ADJUST Manhole Frame & Cover to Grade.. N O O Ct CD e .. a 0 • o COUNTY OF SAN, BERNARDINOSAN BERINARDI-N-0 AVENUECA. �. AVE'NUEAT LIVE OAK .0�DEPARTMENT OF PUBLIC WORKSE '� DRAWN 6Y DESIGNED BY RROJ..:ENGR. RECOMMENDED /APPROVED BY V No. 31490 ^' /+ CS DRAINAGE FACILITY DETAILS i6 GJ Exp. 12/31/06 M GJM CIV i� P��P SUBMITTED BY ASSISTANT DIRECTOR DATE E FOP r J.L. REF. W.O. NO. SCALE SHT. NO. TOT. SHT'S., . a CHIEF DESIGN' ENGINEER DATE DIRECTOR` OF BUC WORKS' DTE JL 8227 HFOU13 AS SHOWN 23.,E