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1990-79 CS (Plans) GENEPAL NOTES SEWER NOTES LEpEND 1. A PERMIT SHALL BE OBTAINED FROM THE CITY DEPARTMENT OF PUBLIC WORKS •ALL WORK SHALL BE DONE N ACCORDANCE WITH THE STANDARD SPECIFICATION RrW-1 FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY. FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, THE SAN DIEGO STANDARD RIGHT OF WAY 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THE CITY OF SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS ENCINITAS STANDARDS AND AS APPROVED BY THE CITY ENGINEER. CONSTRUCTION ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE AND THE FOLLOWING SPECIAL PROVISIONS.' PROPERTY LINE �- APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 1. TRENCH WIDTH SHALL BE PER SDRSD NO. S-4 UNLESS OTHERWISE SHOWN. 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-0F -WAY SHALL BE 2. PIPE AND BEDDING CONDITIONS. CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, A. ALL PIPE SHALL HAVE 4' MINIMUM OF 3/4 INCH CRUSHED ROCK BENEATH THE EXISTING CONTOUR 1 CURB, CROSS GUTTER AND PAVING. PIPE. 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN B. V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO (6) SIX ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVE, CRUSHED EXIST. EDGE OF PAVEMENT OR DIRT ROAD TO THE BEST OF OUR KNOWLEDGE, THERE ARE NOT OTHER EXISTING FACILITIES AGGREGATE, NATIVE FREE-DRAINING GRANULAR MATERIAL HAVING A SAND EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS EQUIVALENT OF 30 OR BETTER. REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING C. P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO (6) EXISTING WALL FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SIX INCHES MINIMUM ABOVE THE PIPE SHALL BE 314 INCH CRUSHED ROCK. A.B.S. SHOWN ON THESE PLANS. SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE GREATER. EXISTING FENCE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LATERALS AND STRUCTURES SHALL BE TESTED N THE PRESENCE OF THE LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF ENGINEER. AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED EXISTING SEWER MAIN S CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BY THE ENGINEER. BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD NO. 17. POURED IN 7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS AND ELECTRIC COMPANY PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED COMPLETE AT EXISTING MANHOLE PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE TIME OF POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 HIS WORK WITH COMPANY REPRESENTATIVES. INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE 5. THE CONSTRUCTION OF 4 INCH SEWER LATERAL PER SDRSD NO.'S S-13 AND S-14. PROPOSED SEWER MAIN 'UNDERGROUND INSTALLATIONS'. FOR LOCATION OF ELECTRICAL CABLES AND LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. GAS PIPING AND APPURTENANCES CONTACT THE SAN DIEGO GAS & ELECTRIC 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO. S-10, TYPE COMPANY. A. PROPOSED MANHOLE (S-2) O TELEPHONE: 141004224133 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 INCH MINIMUM 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO COVER. STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK B. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS SHALL TRENCH RESURFACING (SDG- 107) _ � TlI TE L WITH COMPANY REPRESENTATIVES. BE SHOWN ON ORIGINAL PLANS, PRIOR TO ACCEPTANCE OF WORK. NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT _ 'UNDERGROUND INSTALLATIONS'. FOR LOCATION OF CABLES AND ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. D.G. ACCESS ROAD ; . ` APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. TELEPHONE: 1- 8004224133 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION DEPARTMENT 48 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF EXISTING A.C. PAVEMENT AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE PROJECT. COST OF RELOCATIONS, IF NEEDED. 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY DEPARTMENT OF PUBLIC 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE 'UNDERGROUND WORKS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS OF WAY. PROPOSED SEWER LATERAL (S-13) -� INSTALLATIONS'. FOR LOCATION OF CABLES AND APPURTANCES CONTACT 13. 'AS BUILT' DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF APPROPRIATE COMPANY. THE WORK. 11. THE CONTRACTOR SHALL REQUEST A PREZONSTRUCTION MEETING FROM THE 14. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A CITY ENGINEER'S OFFICE AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE FOR PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE SUCH A MEETING. PHONE NO. 944-5071. OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 15. THE CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LINES INCLUDING SEWER LATERALS LOCATED IN PUBLIC RIGHT - OF WAY. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT 1 AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. SOWARDS AND BROWN ENGINEERING, INC. 2187 NEWCASTLE AVE., SUITE 202 OF$SIQ CARDIFF BY THE SEA, CA 92007 QR R 81? BY DATE l Z 4 O H � �y Z N rm RAY R. BF" RCE 36190 co No. 3619 rn V La Exp. 6-30 -92 z S �l� z_ OF CA`�E ©�� x ry MO DJ� i3 GG ZN ;p ���srrE Ns/4/sro� avE. 0 Ssi Ave. o rn r: A 3 � c O w Q U IL AS T B Z • - .. iR. RCE 36190 3 1 3 192 W (jo r w w LL Z a- L 0 C Z C) 1 REVISIONS APPROVED DATE REFERENCES DATE �( SCALE ,� rwT APPROVALS CITY OF ENCINMAS PUBLIC WORKS DEPARTMENT DRAWING NO. W Q a i /rNiP.- Er/,veatle mavi-Imwr. 4,owox eA ff0tFF MOrOYOlisrRar ANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPR D /MPR0VE'MEA/TPCAN FW Pe'6 wart arg auo ,dw. AV I�I� �/�Q C /L ��/ /� PRO [ ox(ddrtoNOF40Ur //CUA/dc /N HORIZONTAL /'i? DATE Z � BY: BY: /�(J C N�"GV IE� / PVN' PN*�Of/E NM E�I/TS e4 07 Or uvzrifmot 00f. N � \ R.C.E. N0.: 3G/90 DATE: Sd Zl DATE: O -S / R1ECa'PO OF �4N0 /EGU CaC/A/Ty VERTICAL � 'Q _ RAN R BRow/N BRtSrOC AVE• , I�OS4 I NI �� . , Pl4RMCS / e 2 PM /tG 9 rzk/ : 55./5' 04TUM. U4C4'44 4lGN4r4 04 TE ENdU/EER EXP. G 30 WORK PROJECT NO. N38- 105.1 SHEET ( OF 3 � t t 3 160 - ► vc -(60 b y V V S PR"ma to opar ACrE44 tf wo ro t: oa .4c Of 1 f " o.G. Lw x G " CawwrEo 649E loo• /) �` o 46 OR 84 APPRAVE77 By CITY EN6lNEEK 'j Q° i A MULE k*A WIA/G 4944X4. p v� W M Eor /4r 4e P!(/EMENr r0 frod d/ g M kzu Zt Z�t e' 16 77'— 8 0 Pv6 sE(AIER Teo of PROFILE 4644E a /34. y? I Nogtz.: l " 20' v; 4 8 s Ek'FR�3 ?5 UERr : ( Q• 3O { E.t' WOOO FEN6E E L OT r\ BE Ml- OCATED J J !' L J J r ' OuTSioE E4SEMEr/T dee644 ro E pIM 1 a0 �� ?J 15 aw OR�c/mAY JM r\ 11 J EX/Sl. EDGE OF �� P C I 1 COA/ To PKOV106 1. PAUEME / l \Q �l y � /5' PUBLIC 4016V /ER EASEMENT Xlsr. awawmG y GRANTED r0 C,4ROIFFSAN( rl6w rNROUGNou CON6TRUCT /on/ �'J�il 12 69 ((60) a/Sreter P re N o. � -o f/' X � ���� ��� °\ SEU/ER 04M TABLE Ace. _ 3 2/ �/ PQOPO4E0 IO' (A/IOE ACCE44 ifW TO BE !?" QG O(/E�S' G" COMF}f6TE0 444E C%O'/•) (50 f [F TRENCH RE4URFQL/NG da OA' gPPRovEV eY el rY ENGINEER. M4r6F( PER SOR6D SOG <or \ p0 rJESCRiPTI d /BEARING ({ /US LENGTH IfEA°AQ14K s EX /4T/NG GRAQE• P /G{/ "Mr EOGEOF 2O N33 ° 03'3O'GV - J8.2B' $ "PUC x(5 1 )— l(5G) MMEMEA 7 S . {��� / J �' s O 5 30 " 00 26283' 25.23' 8 PUC O M 97'96'30 "W //.06' B' "PUC 8'P1C SQWEft / 5 S'' PV6E (kb O N27 3330 u� I62. 7 I o 0 4 , . �(,d7lL ' _ ( PuMr " 7 8 " "Pt/C mayor (10 roP SLOPE EK(4T EDG IA21/ EX /ST8 U[PSEN/ER roP 61F SCOPE o z � Na R /V W N Ros��N� o��vE e al R 1222 v Q ^ �• Nm a o� W� Z �h I w ?t O Wasl R. B Q m Q � Q a � � �Q� �., No. 36190 v B U IL T W . Exp. 6 30 92 co O >� � ( f) z �c L C/) Randy R. Brown CE 36190 �3 /pZ' OF CAS \� Ld W LLJ cDoo CHECKED BY zo= REVISIONS APPROVED DATE REFERENCES DATE MARK SCALE SPECIAL DISTHICT p APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. LLJ Q a- 1 Ag-bU(L7 1 1 (2 "IP4ET/NCONC.MONUMEA/TAPP(roX ?g' PLANS PREPARED UNDER SUPERVISION OF RECOMMENDFO APPR ED /MPROf/E,yENTPLgN Ww L aF 44 k EL /./0 4Vc OIL/ atfaFFSAANlydr Ammer OO /�c •]/� RECORD OF �OCO /NE OF HORIZONTAL ( 20 DATE t BY: C/ BY: L /U 40[/464/6 >� w ctf iMP1400CU / A9 y J ER D POOL Fr(UE. 36(90 / SAN Q/EGo COUNTY VERTICAL NO.: VERTICAL ( - d � �- •�. 1 F�QR/O FR �QOU/i(/ r OR /(/E ELE✓ : 55 .15' DATUM= I/4Co`G4 DATE: 3 �tGl' DATE: 3- Z• - S / 9046YA// 4 /GA/gTURE DATE EA�lNEER ExP• G(30I�2 WORK PROJECT NO.88 /oJy.� SHEET OF f 649.4.42 (dItWL tE *VR rlW#&,c joy !'L�R6D/PSV d -f, RIAA 175 6f5Z5/ /A/�TALL A4ifr A f R 7128.4d IA19rALL 6"V6W et CA IOUr PER 4C?R40 s ?. 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REC. 3"U_ ql / �° \ y� w r b °.. _ 8 " eve MQNNOCE,�S pER SCd4S0 S- ? l � O A/ 7/ 14'07 N/ 30.91 RIM l x 4o i .,00*00 PORrIONOFFENCE ro RE / �° 49.0 8 "PVe oze r ,- \ (7591 f EA' /ST �OA/LP /G4CTE5° A'ELOCATEO Gi/rC /OE 6p, �� J�i1r -\P J 5�f w ' / / EASEMENT / S ' - AL �� EK(Cr MWoNRY S' r W44t C04 WOOO FENCE �` EX /6'T i(/(4EFENLE TO BE y11 \ PROPWECO !O E WID ACCEh'S RYIQO W BE \ le "O/s O 6 " LOM/3JLTED ( OA6 OO' /•) (j o 11 �b ` \ \ti \\ RELOL4TE0 UTt /OE Sdi7T (/E� O/7 AS APPROVED BY CITY EN&A16 - 6r_ ? H � O / F/I� \ \ 04r,'# EX /AT. GR40E. W n a o� o(lyd4Y) n 1���� i / ` r� Wa s M AS B l I LT O ni rioAloFFENOE To BE \ ECOe4rEO 041T410E 69A4 r. P I 3 P r I 1 44 8100 /NtrQLL SEWE rt1AN 3 PER Randy R. Brown RCE 36190 N SORSD 4-?fR /M ImIg pIM y o 126 9 o <� 43 00 E 04 ACCESS 9040 w /5'/ /C SEWER EgSEMENTCRANTEO tl� � _ � 670e. A10. -0 EG 3_ - Q � �\� MQT LH EXIST GRAOE� �S$/0� ro CARO(FF 49r4rio O /STRIG r PER � �Qy R. BqO� Z EXIST GUY WIRE TO BE 1?ELOCATED OUr6 /DE No. 36190 r" (n EASEMENT p ��� Exp. 6 -30 -92 LLI U) cn z CRL�E� z LjJ W z L o D O zoz REVISIONS APPROVED DATE REFERENCES DATE BE MARK SCALE '.��� DISTFIfCT R APPROVALS CITY OF ENCINITA PUBLIC WOR KS DEPARTMENT DRAWING NO. LL1 Q 0- " IPCFr . /NOa�I�00tt1a7ENrgP�ROXf!9 e4/FOrFF4dWITArj6W014rR.Ir PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPRO /Mf'ROUEGfENTPLgA/S FOi4= I�'tTOf 4OF SQ cr4oel O Q(/E RB ON , < 2O DATE �Z � q loutgue 4cwcg �,��l�ov� cs - 079 PROLONGArlONO FSOUTHCUL /NE OF HORIZONTAL BY: �.L�y�. --- BY: d UUERPbOL of. _ R.C.E. N0.: 36(°X1 4 / «roc A f/E. , �1 L7�S��N/ �r 1RlECs / d P PM /Pd � VERTICAL ! `Q 3 ar91 RAAI R B(?oWN DATE: .s �a �} DATE: REL'oRO of SqN DIEGO Coa N r>' f � 3 2 0 — ELEI/ 55 - /S' DgrUtif U4C�GS 41GA/QrURE 04rE ENGINEER EXP. 6/30��2 WORK PROJECT NO. 88- (°�5.1 SHEET 9 OF 9