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Home My WebLink About28-97 • • RESOLUTION NO. 28-97 RESOLUTION OF THE CITY COUNCIL OF THE TOWN OF LOS ALTOS HILLS ADOPTING STANDARD DETAIL#17,PRECAST MANHOLE; STANDARD DETAIL#24,ROADSIDE PATH (TYPE 2B); STANDARD DETAIL#25, STREET NAME SIGN; STANDARD DETAIL#28, STREET SIGN; STANDARD DETAIL#31 PATHWAY HANDRAIL; and STANDARD DETAIL#32,PATHWAY WATER BAR AND ELIMINATING STANDARD DETAILS #31A,#31B AND#31C, STANDARD EQUESTRIAN BRIDGES WHEREAS,the Town of Los Altos Hills Standard Details#17, #25 and#28 which were adopted by the City Council on August 2, 1965, have been revised to meet current Town Standards; and WHEREAS,the Town of Los Altos Hills Standard Detail#24 which was adopted by the City Council in January 1977, has been revised to meet current Town Standards; and WHEREAS,the Town of Los Altos Hills Standard Details#31 and#32 have been created to meet current Town Standards; and WHEREAS,the Town of Los Altos Hills Standard Details#31A, #31B and#31C for standard equestrian bridges have been eliminated since they have been found to no longer be appropriate; and WHEREAS, the City Engineer of the Town of Los Altos Hills ("Town") has reviewed said revised details and found them to be acceptable; NOW, THEREFORE, BE IT RESOLVED by the City Council of the Town of Los Altos Hills that said details as shown in Exhibit A are adopted as Standard Details for the Town of Los Altos Hills. PASSED AND ADOPTED this 4th day of June , 1997. By: • _ ayor ATTEST: City Clerk EX!-%t 1`1 4A," I OF G 1 • • SEE STANDARD DETAIL #19 1 ,Iti * SEE NOTE 4 FOR MANHOLE COVER & FRAME A.C. PAVING EASEMENTINSERT STEP 3" INTO AREAS p [ `3" 2" MANHOLE BARREL 12" 8"t '. .r G�,• . O i r 2 1/2" ADJUSTMENT. La��---8" 14'• EDGE OF SHELF RINGS AS i " ,� LEVEL WITH TOP REQUIRED MSN 0'-6" MIN. 12" MAX. z „ 1'-6" MAX. OF PIPE 5 R y�1 6 �� ECCENTRIC `N to: CONE SECTIONAll'• _• • • '.••MM•. _l'• LATERAL It 4 •. • i 4'-0„ BARREL BASE CLASS "A" E a LENGTH AS CONCRETE REQUIRED AT 4' DIA. BASE DETAIL 6" MIN. tSECTION B—B c,1 s% _l_.. • - '�. • NOTES: L' " ' • ' ' " 1. MANHOLES SHALL HAVE ECCENTRIC CONES. 7' DIA. PRECAST MANHOLE SECTIONS SHALL r CONFORM TO ASTM C478. SECTION 2. TERMINATE ALL PIPES FLUSH WITH INSIDE WALL OF MANHOLE. FORM ALL CHANNELS THROUGH SANITARY SEWER MANHOLES. M 3. COMPACT AREA UNDER MANHOLE TO 95% ` RELATIVE COMPACTION. � S 4. STEPS TO BE 3/4"0 MIN. GALVANIZED STEEL (14" WIDE ) ATTACHED WITH FLEXIBILIZED SEWAC E N, \ I R=1" RESISTANT EPDXY RESIN CONCRESIVE. USE STEPS �� ON MANHOLES GREATER THAN 4'—O" IN DEPTH. / ,�„/ � 5. CONTINUE SLOPE OF PIPE THROUGH MANHOLE; `�� 2% MINIMUM SLOPE. \��, ;�� 6. BASE SHALL BE CLASS "A” CONCRETE PER SECTION 90 OF STATE STANDARD SPECIFICATIONS J NI ce ``' 7. JOINTS SHALL BE SEALED WITH RAM—NEK ce JOINT COMPOUND OR APPROVED EQUAL. EXCESS ill co RAM—NEK WITHIN MANHOLE SHALL BE TRIMMED. m BASE PLAN LOS ALTOS HILLS TITLE QROfEsslpp PRECAST MANHOLE too M, Pe,- 4 01°°*411%Ipi ~ c W N�, ADOPTED BY SCALE: NONE STANDARD DETAIL m No.41385 z CITY COUNCIL barlipip ��' Exp.6/30/99 * DATE: DATE: 3} CIVIL �Q - DWN: CALIFORNIA Sit OF CA NCI. CHK: SHT. 1 OF 1 EX1-4161`r 40\" 2 OF Co • HEADER BOARDS SHALL NOT PROJECT ABOVE THE PATHWAY OR ADJACENT GRADES 5'-0" 2'-0" 2'-0" ► I► ►J SHOULDER SHOULDER (MINIMUM) (MINIMUM) Gly 3%-10% 3% SLOPE* 3%-10% l SLOPE SLOPE • •.........................$..• 6" STEVENS CREEK QUARRY °' CRUSHER FINES 2"x 4" STAKE 2'-0" LONG 0 6' MAXIMUM SPACING AND 2"x 6" REDWOOD OR PRESSURE AT EACH SPLICE. CONNECT TREATED HEADER. (2-1"x 6" SEE NOTES STAKE TO HEADER WITH A REDWOOD HEADERS MAY BE USED 4 & 6 ON CURVES). Vi�i�i�i�i�i'** MINIMUM OF 4-10d .�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vita ESSIpN ft TITLE �o y M, Pe e, ROADSIDE PATH (TYPE 2B) rf3fle y� ce 10STANDARD DETAIL W ADOPTED BY SCALE: NONE No.41385 z CITY COUNCIL Exp. 6/30/99 DATE: J} DATE: 2 4 CIVIL �Q DWN: CALIFORNIA 41E. OF CA0a CHK: SHT. 1 OF 0 px►-t i siT "A. d 3 OF G • _ 24'. 313" OR 3r ` AS REQ4:IRED TO ACCOMODATE STREET NAME r I lit ''', -.!:t.: ' = A RD 4 vi . ...„... ,,... , ,,,.,..„ ,,, 4 t . ,:f- 4441-....%, NAME PLATE FOR I CROSS STREET SEE NOTE 2i 1 1 SEE ;NOTE 3 I 4'x4'; REDWOOD POST ----- b NOTES; 1. DOUBLED FACED STREET NAME PLATES WITH REFLECTIVE FINISH AND SILVER LEGEND ON GREEN BACKGROUND APPLIED TO 0.050 ALUMINUM BACKING. HAWKINS TRAFFIC SAFETY NA -. SUPPLY FORMAT SM-C9. OR APPROVED EQUAL GRADE I LETTERING SHALL BE UPPERCASE GOTHIC SERIES 'C'. i I I 2. HAWKINS TRAFFIC SAFETY SUPPLY HEAVY DUTY ILL ALUMINUM 90' CROSS PIECE j14F-(HD)VP-DIRECT BURY POSZ; - I 105(90) OR APPROVED EQUAL COMPACT SOIL TO. S- 95% 95% RELATIVEa' COMPACTION b Mz 3. HAWKINS TRAFFIC SAFETY SUPPLY CAP TO FIT --I-1 I I: y 4'x4" WOOD POST. #V14F-(HD)VP-4WPC OR I I APPROVED EQUAL USE 2- 5/16"x 4 1/2' I I ZINC PLATED STEEL CARRIAGE: BOLTS WITH I I NYLON WASHER. ADAPTOR RING AND 5/1r L ZINC DIE CAST TAMPERPROOF NUTS (TYPICAL). ��b �, s STREET NAME SIGN %,, :-,,-'."---- $14,10-• i.. ADOPTED BY SCALE: NONE i 4t STANDARD DETAIL 1 W No•413A5 d �-, = CITY COUNCIL DATE: ,,,v1,0/.. 4 DATE: 2 5 CALIFC �� OF A! CHK: CHK: ,SHT. 1 OF 1 • 0 ^Ex -IIgIT "A.," 4- of Co 0_________ 5/1(x 4 1/2. ZINC PLATED STEEL S' MIN: 26 CARRIAGE BOLT Wi l rI NYLON WASHER. ADAPTOR RING AND S/1 S' ZINC DIE CAST TAMPERPROOF NUT (TYPICAL) II i i 1 3' MN. Z o 4'x4' REDWOOD //1119f PLACE 1/2. WOOD POST o BLOCK MIDWAY c BETWEEN BOLTS mo. o NATURAL 'n -----"--#-----1\1-...°°-........-...-#1 ji GRADE 0 th\ A. A DIRECT BURY. POST- 711 i COMPACT SOIL TO `�, ; NOTE; 95% RELATIVE `. 5 COMAPCTION. 1ALL SIGNS SHALL CONFORM �. WITH STATE UNIFORM SIGN ' CHART. 'f lrift lifg STREET SIGN •"'' �j; 4 hI ADOPTED BY SCALE. STANDARD DETAIL a W No.41485 0 NONE s ! CITY COUNCIL DATE: 4 1p /99 * DATE 28 CALIFORNIA �4, or mCAL CNK:' - SHT. 1 OF 1 • - E X-11 Bt-r "A." S OF c2 • NOTES: • 1. LOCATION OF PATHWAY RELATIVE TO FACE TWO 10" X 1/2" GALVANIZED OF HANDRAIL TO BE APPROVED BY THE LAG BOLTS, EMBEDDED DIAGONALLY CITY ENGINEER. INTO POST. COUNTERSINK BOLT 2. GALVANIZING FOR BOLTS AND PLATES HEADS. SHALL BE IN ACCORDANCE WITH SECTION 75-1.05 OF STATE SPECIFICATIONS. 72" X 4 1/2" DIAMETER PRESSURE TREATED3. WOOD POSTS SHALL BE PRESSURE TREATED WOOD POST, HEM FIR OR PINE, OR EQUAL AS APPROVED VERTICAL, AT 6' ON CENTER BY THE CITY ENGINEER. A + SEE 1/ N DETAIL 1 72" X 4 1/2" DIA. PRESSURE TREATED WOOD (TYPICAL), f TOP RAIL NOTCHED 2" TO FIT ( 10J G ) VERTICAL POSTS. A 12" X 2" X 1/8" GALVANIZED N N ---(TEEL PLATE, FRONT AND BACK r 1 1 10 0 4 z THREE 6"X 1/2" GALVANIZED BOLTS, NUTS AND WASHERS (TYPICAL). INSTALL BOLT HEADS TOWARD PATHWAY. in- TOP OF PATHWAY vvv VV VVW, 74 ■T ' . 44 - . . •' _..: 'f.:t n'A-4.4/44 1 CLASS B CONCRETE PER 12/ MIN. 4" SAND OR SECTION 90 OF FOOTING PEA GRAVEL STATE SPECIFICATIONS 1/2" BOLTS (TYPICAL) P ' II rik 1 ' , 11 A) 1 9 1/8" PLATE (TYPICAL) DETAIL 1 PLAN VIEW NO SCALE LOS ALTOS HILLS k TITLE QROFESSIpN ,� M. pf. PATHWAY HANDRAIL 0001*.lik iiiidi W IL (A 1, ADOPTED BY SCALE: NONE STANDARD DETAIL 11 oe No.41385 z CITY COUNCIL rINIPIWI * Exp.6/30/99 * DATE: DATE: 3 1 CIVIL ��Q DWN: CALIFORNIA 4,E. or CAO CHK: SHT. 1 OF • " 5XH 1131T "A ° Co OF G, ' 0 0 REDWOOD OR P.T. TAPER TO FIT TIGHTLY A HEADER BOARD AGAINST BERM OR HEADER BOARD (TY' 2 — #4 REBAR o 0 30' . PATHWAY u H SLOPE PATHWAY 0 25' ON CENTER AC BERM OR OR AS DIRECTED EDGE OF PATHWAY BY THE CITY ENGINEER. Low_ PLAN 6" DIA. HEM FIR OR PINE PEELER CORE— P.T. il 1/2" AC BERM REDWOOD OR P.T. _ _ HEADER BOARD #4 REBAR, 2 EA. PER 1 6" QUARRY FINES TIMBER, PRE—DRILL HOLE, EXTENDED MIN. 2'—O" INTO COMPACTED SUBGRADE COUNTERSINK REBAR 1/2" SECTION A LEGEND P.T. PRESSURE TREATED TYP. TYPICAL DIA. DIAMETER EA. EACH AC ASPHALT CONCRETE LOS ALTOS HILLS TITLE Q�OFESSIpN PATHWAY WATER BAR Cr' Pe• q, Pel44.1114 W v + ADOPTED BY SCALE: NONE STANDARD DETAIL Lj No.41385 2 CITY COUNCIL •, gxp.6/30/99 DATE: DATE: _ 32 d} CIVIL �Q' DWN: CALIFORNIA N. OF CA�� CHK: SHT. 1 OF 1