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A� 60 0.90-m USE 0. " P S q• NO. p SN[BIRD IF A WALK CROSSES OR ADJOINS A 'L VEHICULAR WAY,AND THE WALKING s'N;pl CHAIN LNA'fE7fIZ 3'RADE GUTTER ATQO O OQ O SURFACES ARE N07 SEPARATED BY ° HANDICAP RAMP IN ELPBS,RAIUNGS,OR OTHER J,li ORDER TO MANTAIN 2% ELQIEM7S 3)5' S' r2' 2' ✓,MES GUTNR CROSS SLOPE O O O O BETWEEN THE PEDESTRIAN AREAS ,f l�1. AND (N ae RELOG RDJ LANs SLOPE OD 5' 2'mANgnm THE VEHICULAR AREAS,THE I i EXCEED XNDIN0 AREA DOES NOi W'Y 1 _ O O O BOUNDARY I ✓ARIES 54 2-5f Nwol 2+<IN ANY ONES 35- O O O BETWEEN THE AREAS SHALL BE 1f 01RECWON PER DEFNL KVxX 2.35• DEFINED APART BY A CON714000S DETECTABLE 3 q A'� 17 VICE BORDER MFH 0 O O WARNING. Aa NFAM4 1/4'Rl/2'GROOVES A'!!!d1 A=M40 "'PIM 3/4"ac,SEE 2 35" I LURH - nAx IFArzx swrEAcc 1; GROOMNG OEFAL EE - ELM AF1A'7N.K I-,A. r 0'2� /'TAPERED EDGESARRM J14 z'EurLuxp7 �7�GG.T �` ` �ao'D .L U� l . FF AOP6VC PRo77AY CF RAMP J WERE EXPOSED �•�__ zaaaaa r,Rnnvwr, nFTau ACCESSIBLE ACCESS RAMP TRUNCATED DOMES 4 NOT TO SCALE CROSS SECTION ►4 CROSS SECTION $ s` NOT TO SCALE NOT TO SCALE � c � NOT TO SCALE S g o o CONC.WALK CONE.LANDING CR055 SLOPE OF LANDING AREA DOES NOT EXCEED 211 IN ANY DIRECTION gg 4'MIN. <6 a 7 aarAnvrlc xuZ o SEE PLAN 51 NI611dA;f d" vA9E31B'ID J.3" z MEDIUM BROOM FINISH OOxslRun Pa 3 ACROSS RAMP wTOFF n'Aa ml WALL SLOPE 1:12 MAX./1:14 v -a SLE MIN. 1.5' 6' S2' S zd K KLPLA.- 4. LORED CONCRETE A IP 3 ire 4 L�� -�" ',�B B FNI5IMIC�_ � J �Q I 4'MIN. RUNCATED GOWN➢ - I - j OMES 09 `� .':' W _ --._- r . 'y ai EAi57lNG' 153iM 0.Y. ALL U a ° m _ N.3' I ozpu7Q�_._ I Z m CURB CONCRETE PLAN FJID NEW, ml END 1lEW I :N PLAN SOWN:ENO w INLET SEgDuE ANGUE OD FIM NICE SECeON. OWN:MO FIFO EN IXIREI REOWDM MOOTS D10 RI Wllkl sECTDN c A MINIMUM DIMENSIONS C�. B MINIM.M OENENSIONS � : xY Spl." A B C 0 E SLOP f DTaE A B C O E sI,gPE H-- 1a" a• 2� 2._3. 3'-0" 16 W. 1� 2.-I. 3'-V I z°n yr 12' 4" 12 2'-O' 1-1112" 4" lye" 1'10 2'-0 r I� UE - 24' s'/Z 2�'j o 3'-7I/z'4'-W' 24" s/:' 2/,' h 3'-S 4'd' �' d' Q E ` 5'-3' 6'-0' FOR WE • 35': .. E AMID ft'PAY14N1 - 30 1'-O' 3%' A'6 5'-0" 1-o'. 2F" ; 4'-5' 5'-O" E ' EON WE '- UWIM PAWEN LJ u- DISABLED ACCESS RAMP 3r. g 5 E b-m" Z z e 1 4:" 1=v 4y" 5_, s_6' ," 3yi" S'-3" 6'-c^ CROSS SECTION CROSS SECTION ce 1 s NOT TO SCALE SECTION A-A 4a" a'-d' 4�" 5'-a" T'-0" 4a" z'-d' 4" 6'-O"77F S NOT TO SCALE __ SECTION B-B NOT TO SCALE D Wye € 54. P.V' 51�• 5._5.. 7._B.. 54. 2._3.. 4 O._a.�6'-1 d' L.7 n PRECAST CONCRETE FLARED END SECTION TYPE A PRECAST CONCRETE FLARED END SECTION TYPE B �3 DESIGN PROPERTIES g� QpOFESSIpy,F O 2 M� MECHANICAL 6' NOTES: F°-3000!'9 ]mo PST a! p. R SEPARATOR FNCfINIFIr[pL4WlfM fl1R6 FTR551Mf MmE-1s Iv N0.7 • �!+Nf:+RMC.0.lV fl,P I. CONIRACIOR Res lxE WIIIW OF DSNR BTfR TYPE A OR B SIFTTY Fes.1.5 PCf PIE ASY mpelE FlJAkV ETD mom. n 9,ORa'/AIA;AIE33E4+£-NNE 6 N[It CRMVED 2 "C'gYEOlggl YA9P5 eY MAl11IFACNPFA AWED OF Wr2 APFLIED x MWRILY H1CJRe!INRRP OOgNiS. AT 0.9E e1M!.1 SYETY FlOTpM AG4Nsr 9ARLORIAI,G AIN �UF Q"G,L1F SIEPARA AND RRC BE PAD FOR AS mmElE RPE yypF AAF AMS Q PIV ANT CONCRETE FLARED END SECTIONS 73 i0' '° z WEAKEND PLANENOT N SCALE 5 nl H m cc JOINT OR CUT JOINT O1,P��PO� 1/0'NOE,2•DEEP vARkS J'-ISL' w'FS' Y J' J' 745 AT WODHLEumI[Immr O 44 r R'I v extE wm REq,F FOi I I IINLL NEU F3tl'P FER U 3 ,1 11RES f,§k 5.59 I 75Z- igNBIAR Ld' r w"�XOfmw PER�IFCN REPORT \� 12'CHAINUNK IRIN FlL1EN r�PER FENCEceor3crRA-AL Rwur. Dc P lEr+SPRBIRE ELECTRICAL � � X. _ - � I FOR p5.' �'- DEFERRED SU BTAILING FQRWELI,CO IS A WEAKENED PIANS '��, .ELECTRICAL'PANEL�� UEFERREq 9UBMETTAL WY THE cgryTRAC70A. JOINT OR CUT JOINT 7HE WELL ELECTRICAL WILL EE CONSTRUCTED O 1/R"WIDE 2•DEEP T UNDER PERM IT FROM BUILDING DEPARTMENT, ' Y HEW WELL CROSS SECTION 'NOT TO SCALEF RETAINING WALL/F0077NG SCHEDULE Ln J • - - PLECTRIC TOR . WELL CONSIRUC7IQY xCTEs: - ALL/PCIOTLM3 WAu,R'INftA9GFAlEAR fDOINAB RENTNIf-Nr �a�p Q BLOPE=3/4"PER FOOT WELL PUMP, .� 1. WEUL 70 BE DESIGN BUILD FCLLOMNG THE SPEGHCATONS SHOWN HEREIN. '� N 70E • rRrL R NI3rIIaL IAINQGWIAL 70P LCY,G✓�7LCN1V.eDNlurwRW4L L. O L/1 O LU < 5�• 1/2 R - SEP77D 7Pflk7f SYIAlL W,VF°I4M TO SAN XAWIN LYNAV7✓WASIEN'A7ER Y-' 2 TANKS SHALL BE Aroma,MODEL W'X447.53 CIILLCN,156 PSI RAIEO� \\\((( LL av I CHECK YALYE -y STANLAFUS W cA�0"ANY CLWr•7lCT HEINFiTf TINS T/fTAK Aho 7NE 1 4'a' _R e'o'-lo' rY /Artstc /wr2bc N+talac (�N f�H SAN JDAIX7N GYNIIVTY WAS7fwAlfR STANOAfi11S 72/F SAN.DAIX6YJ 3. ALL ABOVE GRADE NDE AND RISERS SHALL BE 3•GAlYANIZm,SHH 40 MRH THREADED e'-e' a e• 1'-4- !s- Halrcr Narzbc Hsrz1>c p)H fy H ® W GC7 METER .- 3 2'. CONNECTIONS BURIED PIPE BHAIT UE PVC CB00 GWNIY WASRlIN7ER STANOAH65 SPALL BZ'FIXIOIIEP TAP R`_r '' e's'-.' la" HW-vc H+Irn I.." (s)N (3J H 7 _..J I PIPE SUPPORT - 4. PROVIDE I/2"SAMPLE AND PRESSURE TAP AS 5110WN,PROVIDE I/2"1HR0.BRONZE BAIL VALVE J' HAW mom •Ya' '-B e-J'f0- IS' Naetc ►t.lzbc N�Izvc (sl 7 B O' - ON 3-K 1/2"GALVANIZED TEE. 1 rl \•�\�\ T PB TANN:. 5. All VALVES SHALL BE BRONZE GATE VALVE$UNLESS OTHERVASE STATED. - _ /\/\/\/\/\ _ r SLOPE_&SLOES -1111 III III f -III-III-i _ o R, PROVIDE 1WYi(z)PIPE SUPPORTS(NDN)AS SHOWN.PIPE SUPPORTS SHALL BE sTANDON MODEL I SITE RETAINING WALL&SCIi E[}ULE 7 C92 ADJUSTABLE PIPE SADDLE CLAMP SUPPORT,DR EQUAL m - \//\//\/// / NOT 70 SCALE + > r!A'G172A'ACIED NAITHE SM ►r- ► - 7. PUMP PERFORMANCE:125 CPM 0 215'TOE. B. 6"CLASS III A.B.JE 1/2" & PROMOS 4'THICK CONCRETE SLAB MFH pl 8AR AT 18'ON CENTER EACH WAY A7 MID DEPTH 12' - PIPE SUPPORT OVER 4'CLASS II AB. I - 1/2" P.C.0 CURB(3,500 psi) LL -I _ 7=2'IXEAN G PA/!T * Z SECTION A-A - 9. PROVIDE R'HIGH GALVANIZED CHAINUNK FENCE AROUND SLAB MTI FIBERGLASS SLATS. '.III _III_. = Q 4"CONCRETE SLAB = A.L.PAY{NG 4'snnFa PVC PMB Z z - 3•W '.IIIE III_ PASS ROCK > p Z LIME TRFATNENT PER Z Ia- �', GEOTECHNICAL REPORT LT �I I I I I I1 I I=1 11-1 I-I I �'- . I I I 20` MAINTENANCE DRIVEWAY TYPICAL WELL DETAIL �i 2' * WEEPHOIES TO BE PLACED ON Al CURBS AND CURB A Gl11TER SCALE NIA DATE 0811112017 tx NOT 70 SCALE NOT TO SCALE SHALL SEPTIC TRENCH SECTION Q BE SPLA ED ARE T 10IN D.C.ORSAT EACH SCDREUNS TOWARD CURB. �OF THE CURB. DESIGNER DCR NOT TO SCALE _ V JOE NO. A15603 .- 12"WIDE CONCRETE CURB /'� SEIEE7 NOT TO SCALE y C6"2 0 OF it SHEETS ry