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S-72-10.1-10.4ME ESTIMATE OF QUANTIT I E S VFW ITEM QUA N. STfzEETS � SEH/E.P -o-- EXCAVATION (STPEETS ONLY) - GATE //,✓C vE 3%4.4. -- 6 "l/rf c' TiQEWTfO BASE p 212 cv'• CU25 4 GUT-T- &2 A�5P !. /. 4" TH ICK GONG. 51 DEWALK 14746 Sf CONC. D21VC-WAY APP20ACHE-5 ([oTHICK) 10029 S.f. CONIC. PAD Q9 HYD2ANT -5 (4 "THICK) 2/0 S'/. STREET NAME SIGNS ? Eo. STOP SIGNS 7 EO STREET" LIGH7S fo. WATE2 F12E HYD2ANT- ASSE7MESLY (TYPE-'A') /O Ea. 8' DIA. A.C. WATE-12 MAIN 742 lf. Cv "DIA. AC. WATE2 MAIN 15/7 G/. Co' DI A. CRATE- VALVE _ 2 Ea. G.. DIA, X G "'DIA. xCL DIA. TEE 1 Eo. !d' DIA. 450 EL6oW l WATE_2 METER 4 5E2V ICES _ 72 Ea _ S7` W E-2 i 8'V.G.P MAIN LINE STD. MANHOLES 2328 9 Ea 6d' VC.P HOUSE LATE- 2ALS 1922 2EMOVA L S'VC.P. PLUC=, 5 Ea 5A2.e1CADE- zoo LF 2"x6o' 2EOW000 HEADE-2 200 L./ C. "O /A. C.I. CqP £ BLOIyDFF ASSE"_ 1gZ Y 3 Ea. i 8" D/4 CI C4.° e"BLOGYOFF 459El A5Zr 2 Ea. I MIN. I 3� ,nT z' Peo1�ED a5T2EET- LI C,WT -� y' PLAN STREET I AND PROFILE MPROVEMENTS TRACT N0.7557 IN THE CITY OF COSTA MESA ORANGE COUNTY, CALIFORNIA _dc SUNFLOWER AVENUE__,_,__ In SAN IEC�O F2.EEw0Y I 47 (,EIGATQN 1VIAC° I I � - I y- r.,s _ - - o-- - _ A2 I . I- - 4e I I I �- - --� �- rr__TI I Fl _II I I I- - �� 56E NJIE N.a- / - �� I- -- _ __ ,Sticst = -naPl I L a' ` I *et,6 C,APtN LOT 44 i. usE GEM ENT °�ND,oND EOC.'t fN O I��' -4 PdT \O � - ¢tOPEC.Z-\VELY. OIZ� itarJ.1. 20 D[A4 RE pOV uIF GoNCBETE. 2. SSE CErnEN�- OND Gt_EON 6GN0 DT G Q�TIO I I l-Y- 02.�GEMENI' �Np At-LU V1LaL °� -'�L WITH LITi -LE GH NU 00N0 e-I G R.� -�'t0 cl4 O GL -1 0 Y�HD \ I- -Y V. ('K ^1.Fa -.N WELL. I J I I I I � PUBLIC, urILIT -Y g SIDEWALK I F�OPOS�-D GONG. /,•�.� .. '` .., . SIDEWALK PeOPO�oED GU2B PROPOSED FIRE �_��P20POSED CCU- f'"7�EIz HYD -ANT SIDEWALK. DETAIL AEOUN O F12E HY0I2ANT a* 0 0 Gonst3° A.G. OVER (o "LTB. CueEP 7'�� SaND B�GK GILL I^ 7- Llmelrea3td bob e-/ L-Cons�_Cor Curb 4Guite-r (Co 'C.,P)Pet S3-d Plan No--30L onat4 Th\eL Conc.StdewalV 1e, Sld 0,* NO 401 INT -E2102 6T2EET5 PUE •I sl - G¢D- - LINE 2 s A PQOPo--ED Dov&WAY FA°5EMENT LINE -� PUSLIG UTILITY K PeoP u L' PeOPE2TY U N E SIDEWALK EA5E-ME N7- I I - PUBLIC UTILITY 8 SIDEWALK ENT -'L APPLOAGH PROPOSED CONIC SIDEWALK SIDEWALK 9WP �/4 lio EASEMENT' LINE- S' G" IYd' BAFFLE /4'mi' ... ., ..:y:.- .:.•':.;:.....:<, Peos'oseo cute _L MIN. 22'M1N:__ P20POSED GUTTE -2 �te -3' A Cuee Faces PLAN sE-c.T1oN TYPICAL D2WEWAY DETAILS =- - -I T -I - - -I -- l - - -I - -I - -T- �� I I I I Is i I I I i I I I I I I INDEX MAP - �CAL.E� fEGENO _ T /PE %/'O,PANT VFW STPEET C/CFAIrs 7PO04W ST.PEET 5 /Git/ � SEH/E.P -o-- GdATE.P - GATE //,✓C vE s7af' SASIV p 212 tNGI NEE2S NOTICE- 'l O COM72ACT_0 5- THE E- XISTANC-E- AND LOCAT -ION OF- ANY UNCJE'2G200NM UTLITY PIPES 02 tT2UCT0EES SHOWN HE -2EON A2E- OBT -AINED 5Y A 6EAT2GH OF AVAILABLE PLE'GOEDS. T-0 THE BEST OF OU2 KNOW LE'DF>E T IE12E ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON T14ESE- PLANS. THE CONTLAc_702 IS 2E4U12E0 TO TAKE pUE MEA5U2ES TO P207EGT THE- UTILITY LINES SHOWN AND ANY OT14E-12 LINES NOT OP- 2EC032D Op NOT- S4-IOWN ON T -HE-EDE PLANS. I I I I I t I I L BENCH MAfzIG cosTA mE'sA rJAT -u N& m 2o<D - PY_ IN CONIC. BASE- OF CO2, FENCE POST OF TJT2AINAGE- CHANNEL 1=ENCE °J�s WEST O�:-* 4- 01= SNIALLE-Y 9 NOET'H SIDS OF SAN DI EGO {=2FE-WAY. DATE' NOS/ I°.)(25-7 EL eV. 30.SS ■ ENGINEER: DATE � zal T TERR gA L *"k V��i U ■ MANAGER-70 A MESA COUNTY WATER DISTRICT: APPROVED �'� DATE 9,.S 7'� ■ ENGINEER -COSTA MESA SANITARY DISTRICT: APPROVED A � C� DATE OZSt'72 ■ ENGIN R -CITY 0 COSTA MESA: APPROVE //2i�/1 �011rs�i'ic/ _ DATE ENGINEER a eKleaAL.. woo r&s : I. ALL WORK SHALL CONF021,4 TO THE CITY OF- COSTA MESA ETANDarZDS 4N0 S\-I LOLL MEET -74.1E CITY ENGINEERS APP¢o�/AL, 2. ALL ST2EE'T STAT\oNIN4 REFERS TO THE CENT Et2L1NE OF THE ST 2E ET. "j, PA�/ING AND p�ASE SECT \ON LIST EO W THE C,ZU ANTITY E6TIMATE Ar2E Fog Blr�rrING PlIf2POSE6 o�+L-K ANtD L6,2E SuF3JEcT To T2E /ISION UPON Q.E&Crc1PT 01= 4S0\L_. ro TIESTS. 4.Cu2F3 OA,.TA REF -ERS TO THE F -AGE O� Gu20. S. ALL VV02K SHALL ESE- 9:7 <-- rZNIA rJl�/1SION OF' HIGHWAYS ST,ca,rQ r7 SP F- c- GAT10 NS (7A7ErD J.dNU Ar2Y 1°11 1 6. PA 21Gwa.Y TREES w \LL e EE PL ANT EO �N� I�ri tCa AT10N L1N ES \NSTA LL%r� INCLUr7 \NrG C2tSE72S , I- 4EArD*5 /A L�/ES x ANr'� METERS A'6 r>�2 EC-T Ir-rCD P,5' THE Co STA MESA PA-CZK fO12EGTo2 Z. CONTRACTOR SHALL �E C2 E-SL�vN 41{�LE F-02 P20♦ /If��N4 AN17 MAINTAIN \N4 WA2NIty c� S \4NS PE ./IC ES, IN ACGO2t:JAN GEr WITH THE STATE o� GALI>co2NI.0 f�Ef�L�2T MENT OF PUBLIC µ/o2K -S "MANU.0.L of wA}ZNIN4 SIC.�NS, L14�• -\TS ANC pEVIG E6 X02 U6E- IN PE2 �o2hIll.ttiG�- Otr woC2 \G UPON J3. GONT2AC7_02 r�Er2M\T oNtO 2EQU��T INSpEGT\ON F-172-CM CITY r>E-1�AC2TMEN7 TO PEE MADE 48 HOURS \N ACJVANGE OF ps_MF_c)MMINGt ANY W021L. 4- S'5�23 °1. THE AMOUK. _r OF- ASPHALT Fl5INr:�>c-'2 To PEE MIXEr7 WITH THE MINERAL AG.42EC.ATG� SHALL. F3E S G * % F3Y rJ2Y WEICIHT, THE E-XA GT AMOUNT WILL r3E r7ET E2MINtiO %bY THE CITY ENG\INE-E -2 SAMPLES GF THE POLO r-�04SE-T-> A4G 2EG.ATE SH ALI_ FSE reu P,,.,M ITT EfO TO THE c__ t-7- ENG,lNL -E-r2 FoCZ TE IN o2r�ETZ THAT THE PERCENT SIN G.�E2 NIAY F3E pE-TC-f2M1tVEr.::) FOUT2 C4) of GoN ST2UGT10N, 10. THE c.ITY OP coSTC.. MESA \IW/ILL PAY Foe THE \NITIAL- SOIL ANrD MATE 21AL.S TESTS ANY SUP,,,�S EmuENT SOIL ANC MAT E'RIALS TESTS f..�E-E'MC -O NECCSTsA2Y� CLUE To THEr �A.ILUI2E 01= TI-aE INITIAL. TESTS\ wIL`L PabG AT THE GoniT2AGTo2t �ut�E-NC.E. I I. WHERE f�21VEWA`! OErP2ESS \ot.1S ARE �oNST2uc TE!-O , THE C�2\vE wAY APT�2UAGHES SHALL P.�E CoN ST2UCTE0 TO P2oPE2TY LItvE PEIZ CITY OF COSTA MESA STANf�A21� �L.o -N3. 12. ALL UNpE242ouNC7 WORE SHALL FaE GOMPLrzsTE P2102 To Arv-f Su2F -Acts Wort \L IN THE Pu P�LtG 2\CiHT oF- WAY - 1'�. ST2EE --T LIGHTS TO FSE \NSTA\ -L-EO PE2 c\T�1 OP Go STA MESA STAN17A2D OW Ca- N2 -10\ THE-- FINAL. LOCATIONS SUF3JEGT TO CITY ENCtINEYr2'S APPiLOVAL . t4. STREET NAME SIGNS To F3E WST,OLL E{7 t�AC1C- oP cu21S o2 oN P,.Sr2A,C.ILEET Mou NTETJ oN ST1"2EE'T LI C,HT r�OLE , PET2 CITY of COSTA MESA STANOA ¢.D T7 WGt N$.. Cl. OG . IS. STAMP "S" ON Gu2r� AT AFL bt°-wEr2 LAT C -tZ AL_ LOGATtON S. IC,. ANY G\TY P,�ENCHMA2\G I MONUMENT 02 T- Ee -, THAT ArLE r=>G4ST 2oY Ero 02 C71STU 213c0 PL121NG, GONST2uGT \oN 15. 1-4 iL Li- FjE 2E PL A. C -6lO. ANy GHANCyE IN LOG ATION 02 ELE �AT\OP -�S SH.�L --� F✓E 2EC°ol2T ErrL.� TO TN6c fITY CN 41NPrE COY A LICE- N'SECO Suf2�/E�1v1'L D�(/Bj ?"x / /•IOOSE" LEAF i'.Oi? -:P Ou/E !T/OE aAxe l-J SAS UL[/ /.YG IOOAT /UN 7/E5, J 2 LEL EL s/ PUit/ /Z P.POTEtT .4LG E,Y /.lT /NC, UT /! /T /ES /w Pl,4dE /B. P,P /O,P TO ASV/' GYO.P.f' iN S/.PEE7 � /W, -4 /OB s /7E �°.PE- OO NST.P!/ET /ON iJ/JEET /A/C, /Wee .9E 5/E!O To p /SOU rr cd iYTT S vSPECT /O v PPd cEEp U PEr /�✓ PEG 4 PO TD .4lC UT /l /T /ES ST.PEET caP.d f GUTTE.P .4/�f'•POI.�/ES S /iJELi/,4l.FS cAGG F /E!O -�E,o /N E/1/G /yEE,f' /NC, OE�T ��f! 7/4� 830- 6'323 WA.T E- 2 I THE WATER SYSTEM SHALL GoNF Ol7N\ To COSTA WATER PISTrZIGT STANOV.rZ� SPEGIF'IG�- Tror�S, SEWE2 I. THE SEWER SYSTEM SHALL BE INSTALLED TU GONF -O2M TO GUSTA MESA SANITARY I71ST2\GT STANPA -2175. 2. SEw E2 SYSTEM G^ VC.P HOUSE Gv NN EGTIONS SHALL P!E- GONST2UCTEG� Fr7AM THE- SEWER MAIN TO T\ --�E' f�20PE -rLT`! L \NE F02 E,yc_r\ 'L-GT THE- �E -v ELOnE-SZ. St>A -t'� F- 's2 ^ilS�. T1�E- sE'.r1EQ G04ST2 A.GTOSZ WITH A °PLOT PLAN" INO \CATIN�...I THE 2EGOMENV EC7 LOCATION ClP T-i-:E HOUSE GONNEGTIONS F'02 EACH LoT P2102 TO THE SE^^/E2 MAIN C ON ST2 UGT tON ALL SEWER HOUSE C -ANN EGTIONS SHI.ea,LL !�E PLACED Pr2102 S7_2L-T T7 ALL SEW Ei2 MANHOLE- FT2AM ES ANrO Go�/E25 SI -IALL 3EE LEFT Cl.­ FyELOVA/ C�S2P.0 E. THE SEW E2 GoNTT2AcTo2 SHALL RAISE THE- MANHOLE P2A,MES ,d.NfD COVERS TO F\N \SHED 42AOE PFTECZ STC2EET SL12I=Ac\NG+� 1�+ c-a MPLETE -� 3. SEW E2 STATtON\ty� otv Tr±rcSE r L 14-1 NS rae tF ZS TO CENTERLINE �?F SEWER ONLY S\ -'\OWN THUS o.ra 4. SEwE 2 MANHOLES SHALL PEE HRIGIG 02 PRECAST Go NC2ET E A4s MANUFAGTU2E0 BY ASSOGIATEI7 GoNG2ETt_ PiZOt�uGTS INC. U2 APP20VE17 EQUALL S SEW E2 MANH oLE F'RAM<eS ONO co�/E2S S\ -+A-`L FJ E- AEI- \AMPS20 P-0U NOA rZY A-\2" -TO O2 .aPP20VE0 Fct�..\o� -t_. G. CLAY PIPE JOINT CoM POUND SHALL FJE G.P. I. -2" J.C. -GO" IMECHANIG AL COMP2ES\ON JOINTS SHALL BE "WEOCt EL OGNL "I "b PEET7 'SEAL" "MAINLINE °I O2 APP20\/E0 EQUAL. IN NO CASE WILL JOINTINGI MAT Cs 21AL USIN4 NEAT PO 2YLANL7 CEMENT MORTAR 02 G,rzo%_1T BE PE- 2MIT-TEO. ON GLy20 AT StWE -T2 LATETZ,oL LOC.G.T\OtVS. 8, PERMIT 2EQ•p F- 20M G.M.S t] CALL POr2 INSP1=•GTION / C I i I • I I � I I , BENCH MAfzIG cosTA mE'sA rJAT -u N& m 2o<D - PY_ IN CONIC. BASE- OF CO2, FENCE POST OF TJT2AINAGE- CHANNEL 1=ENCE °J�s WEST O�:-* 4- 01= SNIALLE-Y 9 NOET'H SIDS OF SAN DI EGO {=2FE-WAY. DATE' NOS/ I°.)(25-7 EL eV. 30.SS ■ ENGINEER: DATE � zal T TERR gA L *"k V��i U ■ MANAGER-70 A MESA COUNTY WATER DISTRICT: APPROVED �'� DATE 9,.S 7'� ■ ENGINEER -COSTA MESA SANITARY DISTRICT: APPROVED A � C� DATE OZSt'72 ■ ENGIN R -CITY 0 COSTA MESA: APPROVE //2i�/1 �011rs�i'ic/ _ DATE ENGINEER a eKleaAL.. woo r&s : I. ALL WORK SHALL CONF021,4 TO THE CITY OF- COSTA MESA ETANDarZDS 4N0 S\-I LOLL MEET -74.1E CITY ENGINEERS APP¢o�/AL, 2. ALL ST2EE'T STAT\oNIN4 REFERS TO THE CENT Et2L1NE OF THE ST 2E ET. "j, PA�/ING AND p�ASE SECT \ON LIST EO W THE C,ZU ANTITY E6TIMATE Ar2E Fog Blr�rrING PlIf2POSE6 o�+L-K ANtD L6,2E SuF3JEcT To T2E /ISION UPON Q.E&Crc1PT 01= 4S0\L_. ro TIESTS. 4.Cu2F3 OA,.TA REF -ERS TO THE F -AGE O� Gu20. S. ALL VV02K SHALL ESE- 9:7 <-- rZNIA rJl�/1SION OF' HIGHWAYS ST,ca,rQ r7 SP F- c- GAT10 NS (7A7ErD J.dNU Ar2Y 1°11 1 6. PA 21Gwa.Y TREES w \LL e EE PL ANT EO �N� I�ri tCa AT10N L1N ES \NSTA LL%r� INCLUr7 \NrG C2tSE72S , I- 4EArD*5 /A L�/ES x ANr'� METERS A'6 r>�2 EC-T Ir-rCD P,5' THE Co STA MESA PA-CZK fO12EGTo2 Z. CONTRACTOR SHALL �E C2 E-SL�vN 41{�LE F-02 P20♦ /If��N4 AN17 MAINTAIN \N4 WA2NIty c� S \4NS PE ./IC ES, IN ACGO2t:JAN GEr WITH THE STATE o� GALI>co2NI.0 f�Ef�L�2T MENT OF PUBLIC µ/o2K -S "MANU.0.L of wA}ZNIN4 SIC.�NS, L14�• -\TS ANC pEVIG E6 X02 U6E- IN PE2 �o2hIll.ttiG�- Otr woC2 \G UPON J3. GONT2AC7_02 r�Er2M\T oNtO 2EQU��T INSpEGT\ON F-172-CM CITY r>E-1�AC2TMEN7 TO PEE MADE 48 HOURS \N ACJVANGE OF ps_MF_c)MMINGt ANY W021L. 4- S'5�23 °1. THE AMOUK. _r OF- ASPHALT Fl5INr:�>c-'2 To PEE MIXEr7 WITH THE MINERAL AG.42EC.ATG� SHALL. F3E S G * % F3Y rJ2Y WEICIHT, THE E-XA GT AMOUNT WILL r3E r7ET E2MINtiO %bY THE CITY ENG\INE-E -2 SAMPLES GF THE POLO r-�04SE-T-> A4G 2EG.ATE SH ALI_ FSE reu P,,.,M ITT EfO TO THE c__ t-7- ENG,lNL -E-r2 FoCZ TE IN o2r�ETZ THAT THE PERCENT SIN G.�E2 NIAY F3E pE-TC-f2M1tVEr.::) FOUT2 C4) of GoN ST2UGT10N, 10. THE c.ITY OP coSTC.. MESA \IW/ILL PAY Foe THE \NITIAL- SOIL ANrD MATE 21AL.S TESTS ANY SUP,,,�S EmuENT SOIL ANC MAT E'RIALS TESTS f..�E-E'MC -O NECCSTsA2Y� CLUE To THEr �A.ILUI2E 01= TI-aE INITIAL. TESTS\ wIL`L PabG AT THE GoniT2AGTo2t �ut�E-NC.E. I I. WHERE f�21VEWA`! OErP2ESS \ot.1S ARE �oNST2uc TE!-O , THE C�2\vE wAY APT�2UAGHES SHALL P.�E CoN ST2UCTE0 TO P2oPE2TY LItvE PEIZ CITY OF COSTA MESA STANf�A21� �L.o -N3. 12. ALL UNpE242ouNC7 WORE SHALL FaE GOMPLrzsTE P2102 To Arv-f Su2F -Acts Wort \L IN THE Pu P�LtG 2\CiHT oF- WAY - 1'�. ST2EE --T LIGHTS TO FSE \NSTA\ -L-EO PE2 c\T�1 OP Go STA MESA STAN17A2D OW Ca- N2 -10\ THE-- FINAL. LOCATIONS SUF3JEGT TO CITY ENCtINEYr2'S APPiLOVAL . t4. STREET NAME SIGNS To F3E WST,OLL E{7 t�AC1C- oP cu21S o2 oN P,.Sr2A,C.ILEET Mou NTETJ oN ST1"2EE'T LI C,HT r�OLE , PET2 CITY of COSTA MESA STANOA ¢.D T7 WGt N$.. Cl. OG . IS. STAMP "S" ON Gu2r� AT AFL bt°-wEr2 LAT C -tZ AL_ LOGATtON S. IC,. ANY G\TY P,�ENCHMA2\G I MONUMENT 02 T- Ee -, THAT ArLE r=>G4ST 2oY Ero 02 C71STU 213c0 PL121NG, GONST2uGT \oN 15. 1-4 iL Li- FjE 2E PL A. C -6lO. ANy GHANCyE IN LOG ATION 02 ELE �AT\OP -�S SH.�L --� F✓E 2EC°ol2T ErrL.� TO TN6c fITY CN 41NPrE COY A LICE- N'SECO Suf2�/E�1v1'L D�(/Bj ?"x / /•IOOSE" LEAF i'.Oi? -:P Ou/E !T/OE aAxe l-J SAS UL[/ /.YG IOOAT /UN 7/E5, J 2 LEL EL s/ PUit/ /Z P.POTEtT .4LG E,Y /.lT /NC, UT /! /T /ES /w Pl,4dE /B. P,P /O,P TO ASV/' GYO.P.f' iN S/.PEE7 � /W, -4 /OB s /7E �°.PE- OO NST.P!/ET /ON iJ/JEET /A/C, /Wee .9E 5/E!O To p /SOU rr cd iYTT S vSPECT /O v PPd cEEp U PEr /�✓ PEG 4 PO TD .4lC UT /l /T /ES ST.PEET caP.d f GUTTE.P .4/�f'•POI.�/ES S /iJELi/,4l.FS cAGG F /E!O -�E,o /N E/1/G /yEE,f' /NC, OE�T ��f! 7/4� 830- 6'323 WA.T E- 2 I THE WATER SYSTEM SHALL GoNF Ol7N\ To COSTA WATER PISTrZIGT STANOV.rZ� SPEGIF'IG�- Tror�S, SEWE2 I. THE SEWER SYSTEM SHALL BE INSTALLED TU GONF -O2M TO GUSTA MESA SANITARY I71ST2\GT STANPA -2175. 2. SEw E2 SYSTEM G^ VC.P HOUSE Gv NN EGTIONS SHALL P!E- GONST2UCTEG� Fr7AM THE- SEWER MAIN TO T\ --�E' f�20PE -rLT`! L \NE F02 E,yc_r\ 'L-GT THE- �E -v ELOnE-SZ. St>A -t'� F- 's2 ^ilS�. T1�E- sE'.r1EQ G04ST2 A.GTOSZ WITH A °PLOT PLAN" INO \CATIN�...I THE 2EGOMENV EC7 LOCATION ClP T-i-:E HOUSE GONNEGTIONS F'02 EACH LoT P2102 TO THE SE^^/E2 MAIN C ON ST2 UGT tON ALL SEWER HOUSE C -ANN EGTIONS SHI.ea,LL !�E PLACED Pr2102 S7_2L-T T7 ALL SEW Ei2 MANHOLE- FT2AM ES ANrO Go�/E25 SI -IALL 3EE LEFT Cl.­ FyELOVA/ C�S2P.0 E. THE SEW E2 GoNTT2AcTo2 SHALL RAISE THE- MANHOLE P2A,MES ,d.NfD COVERS TO F\N \SHED 42AOE PFTECZ STC2EET SL12I=Ac\NG+� 1�+ c-a MPLETE -� 3. SEW E2 STATtON\ty� otv Tr±rcSE r L 14-1 NS rae tF ZS TO CENTERLINE �?F SEWER ONLY S\ -'\OWN THUS o.ra 4. SEwE 2 MANHOLES SHALL PEE HRIGIG 02 PRECAST Go NC2ET E A4s MANUFAGTU2E0 BY ASSOGIATEI7 GoNG2ETt_ PiZOt�uGTS INC. U2 APP20VE17 EQUALL S SEW E2 MANH oLE F'RAM<eS ONO co�/E2S S\ -+A-`L FJ E- AEI- \AMPS20 P-0U NOA rZY A-\2" -TO O2 .aPP20VE0 Fct�..\o� -t_. G. CLAY PIPE JOINT CoM POUND SHALL FJE G.P. I. -2" J.C. -GO" IMECHANIG AL COMP2ES\ON JOINTS SHALL BE "WEOCt EL OGNL "I "b PEET7 'SEAL" "MAINLINE °I O2 APP20\/E0 EQUAL. IN NO CASE WILL JOINTINGI MAT Cs 21AL USIN4 NEAT PO 2YLANL7 CEMENT MORTAR 02 G,rzo%_1T BE PE- 2MIT-TEO. ON GLy20 AT StWE -T2 LATETZ,oL LOC.G.T\OtVS. 8, PERMIT 2EQ•p F- 20M G.M.S t] CALL POr2 INSP1=•GTION / C I i I L= °39.46' il /6.79 L= 50.00' 1 //8.04' 017 Cui6 L =5000' L =/092' L= 78.33' O /7 Curb L =76.76' 0/7 Curb L- 39.46' v O C. V On 66. r —T—ccr CU2B 2ET DATA 0. 90 0 2(n' 18'" PLAN SCALE: I" =40' 7 CU 25 DATA p= 9 °09'3ro" CURB DATA p =122 °S -1' S7" A BEGON I A AVENUE cu2B PET. DATA L1. 89° 53' 42" 2= 28.00' L-3008' r< 24.81' GOLDENROD DRIVE CUeB OCT' 2L 4.S� 33 ' "DATA vv`O�N�00 DIP r= 3is4' VE B DATA 5.00' 92' x'47 SEE SHEET ¢3 Cu2B 2Er, DATA GOLDEN POD D21VE &"C)0000'00- 2> 25.00' L° 39.27' r= 2s.00' (ZON ST DUCT ION MOT-F-5: O2 — �CONST 8" A.C. OvEP to`���E TPE4TE�BOJECU2ED W/� I �SVH�tSIC EMU�10 LUPINE CIRCL E 3 CONST CONIC CLJ12B E GUTTED TYPE'C PE2. 5TD. PLAN No 302 (Co'CF) O— CONST4'THICK PC.0 SIDEWALK..°E'PSTO. "ZW1t1No. 40/. 9& PLACE G' ASBE5705 CEMENT WATE2 MAIN, GATE VALVES, F-12E HYDRANTS TYPE A" 4 HOUSE 5E2VICES. 13 CONSTT 48° 1 D. M.H. PE-2 14 CONST. S V.CP SEWE2 MaIN WITH STD. MANHOLES ,AND Co" HOUSE LL�TeeL�' . LINE Dora ?' IS" ?2' 3' T2ACT NO 7557 SHEET 2 OP 4 >.:. _, _, ._: ;� -,T� -- a m S LL w w L I a U Z n p C U J LL V1 W