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HomeMy WebLinkAbout1914-2t f w 7 8 1 5.177 /q/. Oar k, toOP% u -q,. L0 LL .701 Z > 10 LL C6 ro 00 - - tj z OD 0) L0 LO IN in - I k� 4) 1 1. k� 00 _j IP I " U. to K, u I a- I J, I LO ro f Gi t� 6) 1400 + 1400 t-- c ca LO -4, -7 Ln cq fL 0 L6 4, LO Op, I �-! '* �017 WEST� CURB (6 c -F)- :m t 76 4n R�- 3 8, 00 �6 C. F) ES B CROWN - L=qO.86' P1 3 5 36 c. c� z -,"p- 7 99.5-3 1 TOP OF EXIST. k7j IY4 0 CURB k ".9 4z z z \j 0) LIJ t -6 1 ca TOP OF EXIST. W S I dr% a k9 k5 CURB I I I I I I Ln (n i LO 1400 1400 LO OD + + 00 �0 tr L6 (0) LO L0 coq. 0 -7 13 5 PR*OFILE ILE EXIST. PROFILE U) -4 TOP OF EAST CUR B U&M PR'OFILE EXIST 6'C.F) TOP OF �,XIST, EAST'CURB r 1400 T 1400 7 P F E T URE (6 F r 05, "TO A 0 c; u- L 7 T -Opp� > -A4J, TO�'OF'EXIST.:EAST UR B T, 't zo ["�,\ - t LO z Inn c c6, Lq 11 w -TT-- tj OD N4( CONST. A.C. OVER "A -f3- )OAVINO. (AJSUA4C- 4"A.C. OY99 -/ VE 567114ATIA16 PZ1RP0,51=-,5 ON�Y- ACTUAL PAYING NA I FO R - T14ICKN9,S-S TO 6E D97-ERA41NED /�5t� JOAVIA16 A1079 /(5 -514T tn 4 - AVEN'UE NJ n 00 LO CONST. 8" CURB ek GUTTER PER CITY STD. DETAIL 101 175 LF s re (5)---' CONST. 6w CURB ak GUTTER PER CITY STD. D ETAIL 101 LO P HORIZ� VERT. R 0 F1 1"- I 1 s1=41 E 0' I pilq TOR OF EXIST. I I . it I I EXIST PHQh IL Lp 0) 0) -:06 : A) , 11 Lc; cr C, I'd, -c- L -25,O OD r ? (1) 1�- i. I Its OD 0) 0) Z122. 4 2�1- 01 /1 614. �'[Z 1 ? 1p�R- A C. 1,4 L - 54.3 4 L, - -Ic 4 U. U. O. -C. 5 ro 758 4 4 1 5 C U R V E D A T A CugvE OATA ONT'D-) 20 R L T COMMENT IR Z- 7' COMA17,51,1-r Lj L (4) 1 A is -rowi? 25'0 -38- 04 200' 8 9.4 8' 4 5.5 0' 103 1 05*3 -2 0 118-80, 5z. 98, oc. 94-' t,5z1Ry--,y1c n2 1 250 38' 0411 218' 9 7.5 3' 4 9.6 0' WES C RB -301 250 38' 0411 1821. 81.43' 41.41' EAST CURB > Lij 40 370 51' 49" 57' 37.67' 19.55' EAST a WEST CURB C) < (5) 3, 8' 53..45' M5jr culAzis OG 160' .30-86' 4131' It CrO VV17 (7) 649 37-'04!' 57' 54-34: 03-43' Z4 j �5-Urb Re t 08 03,P -37W" 381 155.61' - cur cr- < z (0) 30! 51', 36 06' 14-34: 737' wc� � nlrh (23o 07 z 0 �0 > 0 co a8?1G!0111 15' /787' 10-11' x w. CuRe t U) Z cr- (/1) 28?56�3gr /5, 1 <t C6 F- 758 -9-81 Al-,6� C -1J95 RC� CO LO 36 6105 30-60' eA J 7' 67JR,6 00 < w N 0 `4 `-r < 14) LO Ld + N Cc 14, + ZI-0 0 F- t LO 11� ! �, 1 0 Z' 7 11 - Z) 90-34' cf. 80. .0 76 0 7 F- D1.3111-7ge LO bo r4) 00 0 ;Z:S 7-hrough Noll - Jec 4� -42 t4-0600,eG,,w. 1-14 ?0' t�\ 00 1 N-0,01-12 ry. I tv ZMZO A-' \ . '', .. -.11 -D etai < 0() �Fjv RO cclil �nl, 0) A 5 i:3�.o4 z a 4. A LO OD 0) L6 co rn rn "A 1�1' ".20 + + 1�k.w F- 05 9F- t t't-1 14" -70 + 0:) + V- --3 CD tA- -lob [--57-791 8 7 4 4. Q� LOMBARDY COURT BOXW L NUE 21 f r- LLJ F- F- Lq Z? cri 00 m u - w z Ld L0 Lc) !OD Lq do Ld 10) Lo LL. F-: I L0 4, r- T I N I Lq LO + a 0 + FIX) ro cd w OD N 1; + cem t: C� u b LO w V CONST. A.C. OVER "A -f3- )OAVINO. (AJSUA4C- 4"A.C. OY99 -/ VE 567114ATIA16 PZ1RP0,51=-,5 ON�Y- ACTUAL PAYING NA I FO R - T14ICKN9,S-S TO 6E D97-ERA41NED /�5t� JOAVIA16 A1079 /(5 -514T 10,6'70 S.F. 4 - AVEN'UE cm CONST. VARIABLE THICKNESS A.C. PAVEMENT - I" MIN. 2,4 5 0 S. F. LO CONST. 8" CURB ek GUTTER PER CITY STD. DETAIL 101 175 LF s re (5)---' CONST. 6w CURB ak GUTTER PER CITY STD. D ETAIL 101 LO -A rn Lu No. 29726 m cx: L114DERG RO UAI 0 JERVICE AI-ERr: 1-800-1422-4133 N CONST. 4" P.C.C. SIDEWALK 3,618 S.F. At CONST. P.C.C. RESIDENTIAL'DRIVEWAY PER CITY STD. DETAIL 102— 1,012 S.F. REVISIONS ENGI NEER: ^ 1� (By m m U\xm - CONST. STREET LIGHTS 3 EA. OLOO PUBLIC WORKS DEPARTMENT REMOVE EXIST. CONIC. BLOCK RETAINNING WALLS 110 L.F. 5375 INDUSTRIAL DRIVE, SUITE 202 HUNTINGTON BEACH CA 92649 DRAWN BY: R.W.J./L.H.S. STREET IMPROVEMENT PLANS pilq TOR OF EXIST. I I . it I I EXIST PHQh IL Lp 0) 0) -:06 : A) , 11 Lc; cr C, I'd, -c- L -25,O OD r ? (1) 1�- i. I Its OD 0) 0) Z122. 4 2�1- 01 /1 614. �'[Z 1 ? 1p�R- A C. 1,4 L - 54.3 4 L, - -Ic 4 U. U. O. -C. 5 ro 758 4 4 1 5 C U R V E D A T A CugvE OATA ONT'D-) 20 R L T COMMENT IR Z- 7' COMA17,51,1-r Lj L (4) 1 A is -rowi? 25'0 -38- 04 200' 8 9.4 8' 4 5.5 0' 103 1 05*3 -2 0 118-80, 5z. 98, oc. 94-' t,5z1Ry--,y1c n2 1 250 38' 0411 218' 9 7.5 3' 4 9.6 0' WES C RB -301 250 38' 0411 1821. 81.43' 41.41' EAST CURB > Lij 40 370 51' 49" 57' 37.67' 19.55' EAST a WEST CURB C) < (5) 3, 8' 53..45' M5jr culAzis OG 160' .30-86' 4131' It CrO VV17 (7) 649 37-'04!' 57' 54-34: 03-43' Z4 j �5-Urb Re t 08 03,P -37W" 381 155.61' - cur cr- < z (0) 30! 51', 36 06' 14-34: 737' wc� � nlrh (23o 07 z 0 �0 > 0 co a8?1G!0111 15' /787' 10-11' x w. CuRe t U) Z cr- (/1) 28?56�3gr /5, 1 <t C6 F- 758 -9-81 Al-,6� C -1J95 RC� CO LO 36 6105 30-60' eA J 7' 67JR,6 00 < w N 0 `4 `-r < 14) LO Ld + N Cc 14, + ZI-0 0 F- t LO 11� ! �, 1 0 Z' 7 11 - Z) 90-34' cf. 80. .0 76 0 7 F- D1.3111-7ge LO bo r4) 00 0 ;Z:S 7-hrough Noll - Jec 4� -42 t4-0600,eG,,w. 1-14 ?0' t�\ 00 1 N-0,01-12 ry. I tv ZMZO A-' \ . '', .. -.11 -D etai < 0() �Fjv RO cclil �nl, 0) A 5 i:3�.o4 z a 4. A LO OD 0) L6 co rn rn "A 1�1' ".20 + + 1�k.w F- 05 9F- t t't-1 14" -70 + 0:) + V- --3 CD tA- -lob [--57-791 8 7 4 4. Q� LOMBARDY COURT BOXW L NUE 21 f r- LLJ F- F- Lq Z? cri 00 m u - w z Ld L0 Lc) !OD Lq do Ld 10) Lo LL. F-: I L0 4, r- T I N I Lq LO + a 0 + FIX) ro cd w OD N 1; + cem t: C� u b (N I 22 r6 f T P JOF FUTIUR, E W S T CU �B OP QF WEST c �13 (Ell F k9 T., N IN 41 1 ?01 1 1 -0 tK 0 EST 1EDGE OF EXIST. PAIVEMEN 23 BENCH MARK: 16- M. # Z 5 5 �-C-1 / q ye 1,conldtw) -NeV,C-17, P. X IV.6il Alder,4,renae Miller klenae. 4c- 4 I=- y 1358-31 LL. LLJ 40 Z F - z 1 C3. -Q-j w 41 F- Ld % I I D 0 P 3: 4.)1 t- — &I U-) (D I LO cn Lo c� cu CA LO LO rl- Z. v OD qi N m r- OD ,q: a: Z' . A 0 co + D (a z w OD CE r Cj ro U A LO + -t r.0 4i 04" P4 1n7 7-,rCCS Ct fi7 fh-�FCC) G 0 t�j ;A tin L.0- 14) N.00003'56"E. A% X0 A" Qr i&j `,10 -'P 0 0 Lc) -t Oki IL 10 < U) Ld 2 CONSTRUCTION NOTES a QUANTITY ESTIMATE LO w V CONST. A.C. OVER "A -f3- )OAVINO. (AJSUA4C- 4"A.C. OY99 -/ VE 567114ATIA16 PZ1RP0,51=-,5 ON�Y- ACTUAL PAYING NA I FO R - T14ICKN9,S-S TO 6E D97-ERA41NED /�5t� JOAVIA16 A1079 /(5 -514T 10,6'70 S.F. 4 - AVEN'UE cm CONST. VARIABLE THICKNESS A.C. PAVEMENT - I" MIN. (N I 22 r6 f T P JOF FUTIUR, E W S T CU �B OP QF WEST c �13 (Ell F k9 T., N IN 41 1 ?01 1 1 -0 tK 0 EST 1EDGE OF EXIST. PAIVEMEN 23 BENCH MARK: 16- M. # Z 5 5 �-C-1 / q ye 1,conldtw) -NeV,C-17, P. X IV.6il Alder,4,renae Miller klenae. 4c- 4 I=- y 1358-31 LL. LLJ 40 Z F - z 1 C3. -Q-j w 41 F- Ld % I I D 0 P 3: 4.)1 t- — &I U-) (D I LO cn Lo c� cu CA LO LO rl- Z. v OD qi N m r- OD ,q: a: Z' . A 0 co + D (a z w OD CE r Cj ro U A LO + -t r.0 4i 04" P4 1n7 7-,rCCS Ct fi7 fh-�FCC) G 0 t�j ;A tin L.0- 14) N.00003'56"E. A% X0 A" Qr i&j `,10 -'P 0 0 Lc) -t Oki IL 10 < U) Ld 2 CONSTRUCTION NOTES a QUANTITY ESTIMATE CONST. A.C. OVER "A -f3- )OAVINO. (AJSUA4C- 4"A.C. OY99 -/ VE 567114ATIA16 PZ1RP0,51=-,5 ON�Y- ACTUAL PAYING NA I FO R - T14ICKN9,S-S TO 6E D97-ERA41NED /�5t� JOAVIA16 A1079 /(5 -514T 10,6'70 S.F. AL,D,.ER' AVEN'UE CONST. VARIABLE THICKNESS A.C. PAVEMENT - I" MIN. 2,4 5 0 S. F. CONST. 8" CURB ek GUTTER PER CITY STD. DETAIL 101 175 LF s re (5)---' CONST. 6w CURB ak GUTTER PER CITY STD. D ETAIL 101 744 L.F. -A rn Lu No. 29726 m cx: L114DERG RO UAI 0 JERVICE AI-ERr: 1-800-1422-4133 CONST. 4" P.C.C. SIDEWALK 3,618 S.F. At CONST. P.C.C. RESIDENTIAL'DRIVEWAY PER CITY STD. DETAIL 102— 1,012 S.F. REVISIONS ENGI NEER: ^ 1� (By m m U\xm - CONST. STREET LIGHTS 3 EA. jl�) NO. DESCRIPTION ENGR. DATE CITY APP'D. DATE e STEWART ENGINEER 4 (`#"-\ � PUBLIC WORKS DEPARTMENT REMOVE EXIST. CONIC. BLOCK RETAINNING WALLS 110 L.F. 5375 INDUSTRIAL DRIVE, SUITE 202 HUNTINGTON BEACH CA 92649 DRAWN BY: R.W.J./L.H.S. STREET IMPROVEMENT PLANS SCALE: JAWCIJT AIVD REA4011,6 4XIIST PUEA4,16-lff— 660 S.F. PHONE: (714) 898-1098 DESIGN BY: TRACT NO. 14602 ALDER AVENUE - BOXWOOD AVENUE 1 - 40' DATE: REMOVE EXIST. CURB ek GUTTER 40 L.F. PREPARED UNDER TUE SUPERVISION OF: L.H.S. LOMBARDY COURT REMOVE EXIST. P.C.C. SIDEWALK 160 S.F. 7 25/9 DATE: 91 —p HECKED BY: APPROVED: DWG NO. 6,rc, 4 SHEET NO. LAMAR H. STEWART, R.C.E. 29726 (LIC. E I INESS - CITY ENG1 RC.E.251 19 t -ZATE 2 OF