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Home My Public Portal AboutLos Prados - Parkside Trunk Sewer SeparationNotes: Locations of all existing underground facilities are approximate. Contractor shall verify in field. 2. All elevations are San Mateo datum plus 100 ft. Legend: w • 0 • G w • D4 S.S. S.D. Existing Sanitary Sewer Existing Storm Drain Existing Water Main Existing Gas Main Existing Service Line — Existing Electrical Service Manhole Existing Existing Existing Existing Existing Existing Existing Sanitary Gas to be installed Manhole Catch Basin Street Light Gas Service Line Water Service Line Fire Hydrant Water Valve Sewer Storm Drain or Water as indicated 1ap CONrRAGBRA DING NrsNOTREAR►NG THIS`0s ETE FOR r STAMP ARE ONTRACT PURPOSES REVISION NO. DESCRIPTION DRAWN BY CHECKED BY APPROVED BY DATE LOS PRADOS - PARKS/DE TRUNK SEWER SEPARATION LOCATION PLAN CITY OF SAN MATEO San Mateo, California SCALE / ll - /200' BOOK NO. 259 SURVEY BY O.C. DRAWN BY E.B. CHK. BY DATE 9/ 1980 PLAN CASE DRAWER TRAFFIC CHK. APPROVED %n eitty f4TY ENCeNEER /o/s/at DATE 4 22 SET 37 APPROVED �K DIRECTOK PUBLI C WORKS AT SHEET I OF 6 100 1 801- ........ . —r 4 1 L 1 • —74171 •; tot 1.. IX 4r 9 EXISTING 15" t • . Di • 'REMOVE INSTALL. ,2.4U. 515_ •A.1. .54.0...0.0.5.4___�1.... I • EXIS'T'ING, '12°'$:S. CONNECT:..TO•• MH • 43x • ♦• 9 9� ,gyp • 4. g \tQ449- pV>`...• L.T..LNU........ • EXISTING 36 ° s:s: 0+00 I+0 0 4 2+00 4+00 6+00 STA 3+615 "A" LINE REMOVE EXISTING MH INSTALL MH NO. 2 EXISTING 36" S.S (ABANDONED) EXISTING 36_ . .__— — I EXISTING 39 SS f II REMOVE EXISTING 15" VCP INSTALL NEW 24" S.S "A" LINE STA I+ 29.4 "A" LINE JUNCTION BOX SEE DETAIL TOP CB 99.37 BASE 96.38 EXISTING PLUG • • • 5+00 • _ EXISTING 12" VCP CONNECT TO NEW MH NO.I 1 7+00 •; •1 ' • • • • STA 6+64 "A" LINE =STA 0+05.46 "C" LINE INSTALL MH NO. 4 STA 6+69 "A" LINE :STA 0+05.45 "B" LINE _ U. NORTON AVE T i• • I 6" uNDERDOAmis • • ......... ...._.... _.. ..I... .... ... _._....._...._._._I xls?ING:" I2." S,S::. To...6E REMOVED 1 ' .I .. ... . .... ... ...... .. . . rir •EXIST INN :•. .. s:$;T.p43E. EMOVa...__ tNSTAtt "1.24" .. gg, A(f S = C:Q(AS{ c5 i i ,13" 1:1k. 1 ar •A .7t.tr I .._ ��; S�v:_.t.. 3. :p..ti • I STA 3+97 EXISTING _ PLUGS STA 3+08 "A' LINE REMOVE EXISTING MH INSTALL MH NO. I EXISTING "•t` -S: CONI$EGT • • •TO •M INST•Ail.L• • •24° 1 a .: t J DoT .EwE: • •.0 0 •S.S....NV :S:00...003.514 1 EXISTING 12" VCP CONNECT TO NEW MH NO. 3 STA 5+ 34 3 "A" LINE REMOVE EXISTING MH INSTALL MH NO. 3 EXISTING PLUG INSTALL NEW 24" S.S. "A" LINE REMOVE EXISTING 12" VCP INSTALL NEW 24" S S. "A" LINE •1 • DRAVI1146 PRINTS MOT If AIM THIS STAMP All OtSQLETE FOR CON-QtACT JBPQ ,r.. _.. I. . 1 REVISION NO •1 • ..l .... .... ..... :'t' a+'. I • 1 DESCRIPTION DRAWN BY :... .... . ..1 100 CHECKED BY 90 APPROVED BY LOS PRADOS - PARKSIDE TRUNK SEWER SEPARATION PLAN a PROFILE CITY OF SAN MATEO APPROVED PROJECT ENGINEER / 'DATE TY ENG DIRE OF PUBLIC WORKS `)/P/ DATE SAN MATEO, CALIFOR BOOK NO 2 5 q PLAN CASE 4 DATE 9/ 1980 DRAWER SHEET 2 OF 6 Pe b 4itZ -1 1001... • • • 901 1 I f 80= 43' ty sqt..3 . . . . . . . . . . . X O ., atf :::: • : ::: . : . • 1 f ; - . . . . . . • . . . . . . : k '1 INSTALL 2.4" S.S. AT S='0.00354 : .' . ... . .... . : . ... .. ... .. .. I. I.... .. • ;. 1 sx I u I:.':: `�"\• cb.Q' I I .. . .. . . Ike • 0+00 1+00 2+00 STA 0+ 05 46 "C" LINE = STA 6+ 64 "A" LINE CONSTRUCT MH NO 4 UNDERDRAIN STA 0+ 0545 "B" LINE = STA 6+69 STA 0+.00 "B" LINE &. NORTON AVENUE LINE • i 3+00 INSTALL 24" S.S. "C" LINE 1 5 : .. t •I '1G 'W -12f• :_5:.•D. 1 ... .. .. .... I.. f• 1 • I 4. 4+00 STA 3+50.45 "C" LINE =STA 3+50.45 "B" LINE CONSTRUCT MH NO 5 1 .I. 3 • I • i F............ I ... ! 1 ..}. ... i . . .+ T... 0' . . . . . . . . . . I . 1 : . . . . . . .1 . . I ....... . . ....I.. : :I:: 3 5+00 TOP CB 99 57 BASE 96.78 6' UNDERDRAIN STA 4+04 "131 =STA 4+0428 "C" LINE d ROYAL AVENUE 12" STORM DRAIN I. 'I •1 I 1 1 w. 1 s:0.. .. I ., .1 • 6 +00 7+00 INSTALL 24" S.S. "C" LINE 1 TOP CB 99 57 BASE 97 44 TOP MH 100 18 S 6" INV 95 23 E a W 6" INV 95 01 STA 6+54 33 "8" LINE CITY MONUMENT 1 t INST'ALt. 24' . S.S. A1' ': . 0.00354 I. . STA 6+5045 "C" LINE = STA 6+50 17 "B" LINE CONSTRUCT MH NO 6 TOP CB 99 25 BASE 9542 TOP CB 99 07 BASE 95.03 4 9+00 8+00 INSTALL 24" S.S. "C" LINE 4. I 1 1 I I I I 1 NORTON AVENUE J A 1 0, M " St. • . . . q , :.. 4' • I0t00 TOP MH 100 34 6" INV 97 06 REVISION NO r Ix • Sd r DESCRIPTION 100 190 80 1 CONTRACT DRAWING IMMISMIPT SEAMS ,THIS STAMP AKE M*fl* MR COMET ?IMPOSES r DRAWN BY CHECKED BY APPROVED BY LOS PRADOS - PARKSIDE TRUNK SEWER SEPARATION CITY OF SAN MATEO APPROVED CITY ENGIN PLAN 81 PROFILE ir DIRECTOR OF PUBLIC WO' RKS I'/Q/4.5 DATE SAN MATEO, CALIFORNIA SCALE VERT 5Q BOOK NO 259 DATE 9/1980 DRAWN BY E B. LAN CASE 4 DRAWER SHEET 3 OF 6 OOk-'-- 1 • 90H 80?.._......__ k 1 • 6;4..;'...'::... . .. q E '. 1 { 1 1 OP CB 99 22 ASE 96.32 STA 10+30.78 "B" LINE =II NORTON AVE KEHOE AVE AT Sol act 3S4.' tb I 1 _APPROXIMATE DEPTH OF HEADWALL.... . . . . . . : . . . . . . : INSTAL L. ..S 5........AT . S .C).00364:_.;• • F • 10+0 0 11+00 INSTALL 24` S.S. , 10+00 °C° LINE TOP CB 99.36 BASE 96.95 0 0 0 z z cc an an KEHOE AVENUE TOP CB 100 90 SOFFIT 97 47 ' INV 93.97 TOP CB 99.18 BASE 95.25 83.74° Cr 1 1 F i 1 • • 12+00 l : 13+00 1 1 1 4 X 1 f s =o.o(W . 45..21•>11;1;)11.Ati.‘41:4;;".. )Irk.aCO Co 0. ,.__...._!fibxR'• `'`421- Ai 1kTAO . . . . . . . . . I . . . . .. . .. .... .... I... • 14+00 STA 10+54.81 "C" LINE POSSIBLE OLD SLOUGH LOCATION CONSTRUCT MR NO. 7 SCALED FROM STATE LANDS MAP TOP CB 9942 NORTON AVENUE BASE 94.88 { 15400 16+00 rt I I I II I I I I INSTALL 24" S.S. "C" LINE STA 11+81.81 "C" LINE CONSTRUCT MH NO. 8 BEGIN CURVE TOP HEADWALL 98.77 42" SOFFIT 97.63 INV 94 13 I. R=240' L. 24 62° 12+65 13+ STA 11+92.85 "B" LINE 00 STA 12+84.94 "C" LINE =STA 12+65 "B" LINE END CURVE OFFSET "B" LINE TO "C" LINE 14� 15+00 INSTALL 24" S.S. LINE 9" VCP I II STA 15+36.19 C LINE I 1I -= STA 15+16.25 "B" LINE BEGIN CURVE I II II R=240' [n..II 72° U.S. 101 1 1 [ 16+00 III PLUG EXISTINGEXISTING MH INV EL 88.11 (21" IN) INV EL 86.84 (39" OUT) RIM EL 99.5 42' r 48' "16+35 39" VCP NSTA i • { { 1 1 t....... . . . ........ ::I':: : ; :Q03: ::: . : ... _ i STA 15+8528 "C" LINE =STA 15+65 "B" LINE END CURVE CONSTRUCT MH NO. 9 STA 16+29.12 "C" LINE CONSTRUCT MH Na 10 SEE DETAIL 1 1 1 1 1 1 •• ... .. ..... 17+00 / 21" VCP .i • -I 1 INSTALL 24" BY-PASS BETWEEN MANHOLES AT EL 94.00 SEE DETAIL SHEET 5 OF 6. I COL4TRW] I oflW1146 PRINTS NOT REARM TNIS STAMP flt AISOLETE HS CONTRACT PURPOSES REVISION NO 1 DESCRIPTION DRAWN BY CHECKED BY .,100 90 80 1 APPROVED BY TRUNK SEWER SEPARATION PLAN a PROFILE CITY OF SAN MATEO DIRECTOR OF PUBL W KS SAN MATEO, CALIFORNIA SCALE VFRT 5' 4 DRAWN BY E B DRAWER SET 22 37 SHEET 4 oF 6 STANDARD TYPE "A" MANHOLE FRAME AND COVER EXISTING 24" PIPE JUNCTION BOX STA I+ 29.4 Scale 3/8., = I' SECTIONAL PLAN EXISTING 24" PIPE EL = 103.19 EXISTING JUNCTION BOX STRUCTURE GROUT WITH AN APPROVED EPDXY ADHESIVE (CONCRESIVE. 1180 — ADHESIVE ENGINEERING CO., OR APPROVED EOUAL). 15" S.S. TO BE REMOVED: INV EL: 80.79 24" S.S. TO BE INSTALLED: INV EL: 80.30 EL 79.79 EXISTING JUNCTION BOX STRUCTURE 24" S.S. TO BE INSTALLED EXISTING 15" S.S. TO BE REMOVED EXISTING GRADE 102 ± SEE STANDARD DRAWING NO. 3— 1-106; RIM EL 102. ± 9' D I C REMOVE EXISTING MH (RIM EL 99.5) TO EL 94.00; INSTALL NEW TOP OF MH EL 94.00 TO RIM AT EL 102 . SEAL ALL JOINTS. EL 94.00 EXISTING BASE EXISTING 39" S.S. INV EL 86.84 Nt .4 /t e' EXISTING 39" S.S. 6" SAND BEDDING 4, : • 4 I 4 I' CONSTRUCT MH NO. 10 SEE STANDARD DRAWING NO. 3-1-104 4 V d 4 INSTALL 24" PIPE BETWEEN MANHOLES INV EL 94.00 GROUT BETWEEN PIPE AND MANHOLES WITH AN EPDXY ADHESIVE A a '. 6 a INSTALL 24" S.S. EXISTING 21" S.S. PLUG WITH TRIPLE WALL OF BRICK OR 12" OF CONCRETE AFTER NEW 24" S.S. IS OPERATIONAL. CONNECTION TO EXISTING SEWER LINE STA 16+ 29.12 "0" LINE SCALE I" = 2 EXISTING 21" S.S. BREAK PIPE OPEN IN MANHOLE AFTER NEW 24" S.S. IS OPERATIONAL. GROUT BETWEEN PIPE AND BASE WITH AN EPDXY ADHESIVE f-6" ENGINEER APPROVED ATIVE MATERIAL (SEE SP 306-1.3 IN C• TRACT BOOK) QUARRY FINES OR SAND 00 o° p -e ..Opop+oaQOOp00D0o �p°,0 o�°Q1A bo°v ��6�°`a ,•. �po oocode, eQov �o►000p�.Oan.000 ooDe� 0Re;b o e,on oao0o aa.ao U noa00:O.o!0""7:00034 7.4� oO600g0 12" MAX 6" MIN TRENCH DETAIL 3' 95% RE IVE MPACTION S 90% RELATIVE COMPACTION UNIMPRO AR ENGINEER APPROVED NATIVE MATERIAL 85% MIN RELATIVE COMPACTION STREET AREAS 121,° ASPHALT? CONCRETE 6" 520-8- 112500 CONCRETE l OR 8" 520-8- 2500 CON VARIES I?" OF 3 4" ROCK NOTE: SEE TANDARD DRAWING 3-I-153 CONTRACT DRAWING PRINTS NOT TEARING THIS STAMP OF OSSOIETE FOR CONTRACT ►URPOSES REVISION NO. 0/44/66 OF newcH De refit. SEE sweet Ca. of 6 DESCRIPTION DRAWN CHECKED APPROVED BY BY BY DATE LOS PRADOS - PARKSIDE TRUNK SEWER SEPARATION DETAILS CITY OF SAN MATEO San Mateo, California SCALE AS SHOWN BOOK NO. SURVEY BY DRAWN BY E.G. DATE 9 / 1980 CHK. BY TRAFFIC C APPROVED APPRCWED CITY ENGI DIRECTOR OF PUBLIC /O 8 a D TE DATE PLAN CASE DRAWER SET 4 22 37 SHEET 5 OF 6 \— 6-� ENGINEER APPROVED NATIVE MATERIAL (SEE SP 306-1.3 IN CONTRACT BOOK) a bT STREET AREAS ASPHALT CONCRETE 520-8- 2500 CONCRETE OR 8" 520-8-2500 CONCRETE VARIES 95 RELATIVE COMPACTION COMPACT TO IN - SITE DENSITY UNIMPROVED AREAS ENGINEER APPRO NATIVE MATERIAL COMPACT TO IN -SITE DENSITY 0 l 8 11) Ik ,p e 4*1 po o 1 ft416 4�D�bboo'V Y14°4QAi1o�yedoQq�oPjo e p oOoD�ap Y4`Piv0 ,,II_ 61 UaOPo bA p?A d� �pD^6-NA.`"b4t•zi. 04agok1 •d`',A„q v' ob;Ft f�spaaeAP/.AD e0 p4A011, 4o PAieftsQaSOY° t °a ° 4 o ca444 \>PgAtAst> �P /Arl>° d :01/1 aQ" a 1/2 O.D. 12" 95 % RELATIVE COMPACTION 3/4' ANGULAR BEDDING MATERIAL 95 % RELATIVE COMPACTION *BEDDING SHALL CONFORM TO ASTM D 448 "STANDARD SIZES OF COARSE AGGREGATE FOR HIGHWAY CONSTRUCTION," SIZE NO. 67. SHOVEL — SLICE BEDDING MATERIAL UNDER HAUNCHES OF PIPE. TRENCH DE TAIL ALTERNATE A VCP "— ENGINEER APPROVED NATIVE MATERIAL (SEE SP 306-1.3 IN CONTRACT BOOK) STREET AREAS 1` ASPHALT' CONCRETE 6" 520-8' 2500 CONCRETE OR 8" 520-8-2500 CONCRETE I 3' VARIES 95% RELATIVE COMPACTION COMPACT TO IN -SITE DENSITY UNIMPROVED AREAS eeol4>4' 44oe�C � e°VASpe�0'AQap�eX\17,7 oe4° a�'Qa�eok>\y' pgpe4Da ape Da °� Dp aey�QoD;pe.n�91D1o�p4'o°Pb�raor7°appD'bo�� zQQ i� �b�\Qp4Q9:a;:fri Aa�D eg9oa>p �V �p0a�� 4�' B,apd d��d °�Aa baQ A, �a�° gD�dYb,D�`,,,,, \, ADTa bd9y AP#1: k _ 9 pp gd 417 A d n ..kbv ►e co:_v Pity LI > PrpINAb15ApAP A.:17.1., Li 'L �A AoG 4d tNI/A ad, \ Q�:I:611J. Qoo��d,��4^� 0� � b bo 4 d��p °� °b°Dq �q��Q 3�p'.n pn p p 0 �Qvq A A'pAaDde .p.nN�D4g1aQv A I a itC-76 bl%1N�,p7A4e9 Dp o o D. �d°iAIAV:D.p p.' VP � QyT \-18" MIN 12" 3/4" ANGULAR BEDDING MATERIAL* 95% RELATIVE COMPACTION ENGINEER APPROVED NATIVE MATERIAL COMPACT TO IN -SITE DENSITY 95 RELATIVE COMPACTION 'BEDDING SHALL CONFORM TO ASTM D 448 "STANDARD SIZES OF COARSE AGGREGATE FOR HIGHWAY CONSTRUCTION," SIZE NO. 67. SHOVEL - SLICE BEDDING MATERIAL UNDER HAUNCHES OF PIPE. TRENCH DETAIL ALTERNATES B 8► C POLYETHYLENE OR PVC PIPE CONTRACT DRAWING °'INTS NO) BEARING THIS STAMP ARE OCETE FOR CONTRACT PURPOSES REVISION NO. DESCRIPTION DRAWN BY CHECKED BY APPROVED BY DATE LOS PRADOS - PARKSIDE TRUNK SEWER SEPARATION AMENDED TRENCH DETAILS CITY OF SAN MATEO San Mateo, California SCALE NO SCALE BOOK NO. DRAWN BY E B. CHK. BY SURVEY BY DATE 11/1980 TRAFFIC CHK. APPROVED CITY NE /070 �y D TE PLAN CASE 4 DRAWER 22 SET 37 APPROVED DIRECTOR OF ORKS /.� DA E E SHEET 5 a OF 6 102 — 100 - 98 96 94 — EXISTING STATE FENCE -24 -20 -16 -12 -8 -4 0 "8" LINE KEHOE AVE m z i cc AMOM IONIts 1 STA 13+00 2, FROM ACE OF cuR d (TYP/CAL) 102 100 98 96 94 4 x EXISTING STATE FENCE I I I I I I I -24 -20 -16 -12 -8 -4 0 "B" LINE STA 14+ 00 TYPICAL X- SECTIONS CAL TRANS TO PRUNE TREES 6 Ft. FROM EXISTING FENCE LINE INTO RIGHT - OF -WAY TO ALLOW FOR_ HAUL ROUTE. } NORTON AVE i 435' EXIST. ]\LG.I. HOMEOWNERS FENCE FENCE RELOCATION r r 200 SHOULDER (/S. 10/. L__ 1 X CAL IRAN FENCE - TO DE RELOCATED ( 4 RELOCATED FENCE - APPROXIMATE LOCATION 102 100 98 96 94 I' EXTETJNG STATE FENCE t CONTRACT DRAWING PRINTS NOT BEARING THIS STAMP ARE OBSOLETE FOB CONTRACT PURPOSES 1 f STA 15+00 dui 0 418, LINE 4 REVISION NO DESCRIPTION DRAWN BY CHECKED By APPROVED By DATE LOS PRADOS - PARKSIDE TRUNK SEWER SEPARATION FENCE RELOCATION AND TYPICAL X— SECTIONS STA 10+54.81 to STA 16+29.12 CITY OF SAN MATEO MATEO, CALIFORNIA SCALE mow 1"- 4 Loge 4' O 800K NO. DRAWN BY E B. DATE 9/1980 PLAN CASE 4 DRAWER 22 SET 37 6 SHEET 6 OF