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1988-8028 R (Plans) GENERAL NOTES AND SPECIFICATIONS WATER NOTES LEGEND: KEY MAP WORK TO BE DONE 1) WATER MAINS, LATERALS AND APFVRTENAINI0 Iiilllyd, w mtSTRUTED ACXOADING TO THE STANDARD THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO 1. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING SPECIFICATIONS OF THE SAN DIBQIITC) WATER DISTRICT. THE CONTRACTOR SHALL. AND HERESY SUBDIVISION BOUNDARY THESE PLANS AND THE REGIONAL STANDARD DRAWINGS AS ADOPTED BY THE CITY DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT- OF-WAY, DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. OF ENCINITAS DECEMBER, 1985 ; wAm? 1MPROYEMENT5PER MUN IC IPAL WATER 2, THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THE CITY OF 2) ura.ESS oTHEalrlsE NOTED, ALL aotaoLTZaNS TO IIxISTING MAINS WILL BE MADE BY THE STREET LIGHT — 250 WATT DISTRICT SPEC /F /CAT IONS AN01OR 37ANOARD OW65 ENCINITAS STANDARDS AND AS APPROVED BY THE MATERIALS LABORATORY, CONTRACTOR, UNDER THE SUPERVISION OF SAN DZBIUM WATER DISTRICT, AFTER PAYMENT OF THE FIRE HYDRANT D013 THE PREPARATION OF SUBGRADE AND VING OF STREET P ESTIMATED COST BY THE DEVELOPER. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL SEE TYPICAL j, APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE ARRANG�NfS FOR HIGH LINING, TEMPORARY SERVICES, •, PRIOR TO SHUTDOWN. G - 2 APDRE95 NO. S /000 THE CO NS T RUCT I ON EE TYPCAL SECTION AND NOTES 6" "TYPE G" CURB &GUTTER APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. THE CONSTRUCTION OF 6" ASPHALT BERM TYPE "A" D5- 3) WHERE ELEVATIONS AND GRADES ARE NOT SHOW CN THE WATER MAIN PIZ7FILE, TOP OF PIPE PROPOSED WATER LINE IM 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE PROFILE IS 48 INCHES BELOW CENT LIM FINISH (MADE OF STREET. OS l3 ¢ THE INSTALLATION OF STANDARD STREET NAME SIGN CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, DRAINAGE PIPE SD =� — CURB, CROSS GUTTER AND PAVING. 4) ALL SERVICES TO BE CONSTRUCTED GEAR OF DRIVEWAYS. THE INSTALLATION OF STREET LIGHTS �ypBp /U✓ E —I 5) CONTRACTOR TO PLktfIISH Old INCH COPPER WATER SERVICE AND METER BOX POR EACH RESIDENTIAL SEWER LINE —S -��� WATT LOW PRESSURE SODIUM 5-2 ♦ S, THE EXISTANCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE LOT. RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISITNG EXIST. DRAINAGE STRUCTURE FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR 6) CONTRACTORS MOIL ACQUIRE A TRENCHING PERMIT FROM THE CALIFOEtMA DIVISICN OF SAFETY O * THE INSTALLATION OF CL -200 90o P.v.C. WATER MAIN IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY FICR ALL TR�Ei�C• STREET PLAN SHEET N0, EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF Rl *THE INSTALLATION OF GATE VALVE ASSEMBLY B ItV RECORD OR NOT SHOWN ON THESE PLANS. �) STORM DRAIN PLAN SHEET NO INSTALL FIRE ENYDRANTS 2 FEET FRCIM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FRC]N 6 6, LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE FACE OF CURB WHERE SIDIMALK WILL BE CONSTRUICTED. SEWER PLAN SHEET NO *THE INSTALLATION OF FIRE HYDRANT ASSEMBLY-- (�oMMEPUAL - I;SDwD P -1 — l0 8) PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. n /�; '( c1 C- G C r n /v.'i L r /A r r 1 A r _� DONE SHALL BE CONFIRMED K. FIELD MEASUREMENTS PRIOR TO ,..__ %/vll Iv L: . .) *THE INSTALLATION OF BLOW - OFF ASSEMBLY CSDWO P -4)— CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY 9) CONRACrOR SHALL OBTAIN DO=KICHME PERMIT FROM THE CITY OF ENCINITAS FOR ANY __ SUSDI ✓I510N AWNDAPY *THE INSTALLATION OF AUTOMATIC AIR RELEASE — (S ]WD P -g� - --o- AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -FAY. Z L XCEPr wNeee SHOWN) �� NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 10) THE DISTRICT REWIRES THAT COMPlICTICN TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED Q g WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS-OF -WAY, PRIVATE EASEMENTS, AND THE RESULTS 'APPROVED BY THE CIT 23 24 Z6 Z7 ?e Z9 25 *THE INSTALLATION OF I" WATER SERVICE *THE INSTALLATION OF A.0 REDUCER - - �— 7, THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY Ir OF ENCINITAS, BEFORE THE WATER LINES 83 /I79 /1 - 7 /161 I� `1/33 [i2/ / //I /l03 PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL Y ARE ACCEPPID AND A COPY SENT In THE SAN DIE7CIJITO WATER DISTRICT OFFICE. y THE CONSTRUCTION OF STORM DRA CLEANOUT TYPE "A' o � W � D -y C N g? R I F� HATE HIS WORK WITH COMPANY REPRESENTATIVES. ; ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE #l9 I� t1ETHE INSTALLAT/ONOFALLDUCTILE IRON TEES f CF3DsSES UND ERGROUND INSTALLATIONS 11) PRIOR TO AWARDING WATER LINE CIJNPRACP, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS `10 — — CABLES AND GAS PIPING AND AA PPURTENANCES CONTACT THE SAN FOR LOCATION OF ELECTRICAL OBTAIN AND REVIEW CURRENT SAN DIEGUITO WATER DISTRICT'S SPECIFICATIONS. j 0 #/7 THE INSTALLATION OF C MR OR RCP CABLES A DIEGO GAS & 5S5C47 20 THE CONSTRUCTION OF ST HEADWALL TYPE A (DOUBLE) COMPANY, *� #l6 031 TELEPHONE: 5 4y 12) THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPEICTICN DEPARTMENT 48 HOURS IN ADVANCE # OF BBGINIING WORK TO ARRANGE FOR INSPECTION OF PROJECT. REV THE CONSTRUCTION OF RIP RAP ENERGY DISSIPATOR REV D -40 8, THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELELPHONE COMPANY PRIOR 86 17 16 15 14 /3 /Z TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS 13) FILL AREAS MUST BE CLMPACIID Ill 90$, PRIOR TO PIPE INSTALLATION. I /7�o 77, // /144 //30 //� IIOg THE CONSTRUCTION OF LINED DITCH D -75 � Q � Ct rlITH COMPANY REPRESENTATIVES, 14) APPROVAL OF THIS FLAN BY S.D.W.D. DOES NOT CONSTITUTE A PM40 MATICN AS TO THE ( I I U: ALL TELEPHONE SERVICES WIT, 'THIS PROJECT BOUNDARY ARE THE CONSTRUCTION OF CURB OUTLET TYPE A' D 25 " ACCURACY IP' ACY CF THE LOCATION OF, Cut THE EXISTENCE OF NON - EXISTENCE OF, ANY UNDERMOUND /9 UNDERGROUND INSTALLATIONS ' , FOR LOCATION OF CABLES AND #23 W APPURTENANCE C CT THE PACIFIC TELEPHONE COMPANY, UTILITY PIPE OR STRLJCISJRE WITHIN THE LIMITS OF THIS PROIEIT. A ' //94 !0 THE INSTALLATION OF GUARD POSTS — M -y n * APPURTENANCE TELEPHONE: gj-8��� #24 15) ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LIM CROSSINGS, LINE � � 0676 R - 1 9, IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED ZO 19 THE INSTALLATION OF STOP SIGNS ON VIILITIES CROSSINGS OR WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN P /C. UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND �RCVEmT PLANS ELECTRICAL AND SEWER TO C40SS UND WATER MAINS UNLESS GIVEN /2A2 30 THE CONSTRUCTION OF 6 SEWER MAIN BEAR THE COST OF RELOCATIONS, IF NEEDED, WRITTEN PERMISSION BY WATER DISTRICT. S-/ SMH P, 611A M T1/E CONSTRUCTION OF STANDARD SEWER MANHOLE ___O� BACKFLOW DEVICES ARE RESPONSIBILITY OF OWNER. BE INSTALL X�RC DEVIELOR -1EN 5 SHALL HAVE AN APPROVED BALKFLOW DEVICE Z/ l�p1t IO, ALL INST AL L AT I ONS SERVICES WITHIN THIS PROJECT ARE UNDERGROUND BAC // THE CONSTRUCTION OF FORCE MAIN MANHOLE (SEE DETAIL SyEETB) INSTALLED TO THE DISTRICT'S SATISFACTION. 3Q'L,OW DEVICES INSTALLED � ® 5 I -- INSTALLATIONS' I6) WATER CONNECTIONS TO C , FOR LOCATION OF CABLES D AP URTENANCES /2r6 NOTE: �� CONTACT T.M. CABLEVISION, TELEPHONE J -2 MANHOLES NO. 9 & 10 T 695 DIRECTLY O UTSIDE CITY OR CxaJtY RIG HT-OF-W AY OR OUTSIDE WATER DISTRICT EASEMENT. / "22 HE CONSTRUCTION OFPYC SEWER LATERAL (49 5 -/'3 L I p REPAIR, MAINTE2ANlE AND ANNUAL TESTING CIF' — j� 5 I sO© 9 HAVE BEEN ELIMINATED /058 THE CONSTRUCT /ON OF PVC FORCE M AIN 17 MINIMUM HORIZONTAL SEPARATION OF 10 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON — FROM THESE PLANS. FvC THE "AS BUILT" IMPROVEMENT DRAWINGS, ALL SOURCES SHALL BE ) ' REQUIRED BETWEEN FIRE co. LOCATED WITHIN THE DEDICATED RIGHT - OF - WAY, OR WITHIN EASEMENTS HYDRANTS AND S.D.G. &E. VAULTS. I # TYE CONSTRUCTION OF CONCRETE S /DENALK�SEE R v/EW Fore WtDTra) DEDICATED TO THE CITY OF ENCINITAS. I4 18) MINIMUM HORIZONTAL SEPARATION OF 10' REQUIRED BETWEEN ANGLE � I 5 6 � g POINTS IN WATER MAIN AND ANY UTILITY CROSSING. / 2 3 R� THE CON5TRUCTION OFCATH00/C TEST 6741 NON CTS 12, NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE 2 4 Q 2� /262 /2 2 /o /� /030 / RELOCATED OUTSIDE THE AREAS TO BE PAVED, y) uT1tTTIes To �aTNTn1N MINIMUM s' sernRnTTO� wuen t'n ntt.etlhc: WATER SERVICES. * rFIE INSTALLATION OFMTXMTFLANOETEEW /FLANGE VALVE 13, NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY - C R - N QUA /L GARDENS ��— #6 MEASURES OR REGULATIONS, THE CONTRACTOR SHALL DESIGN, CONSTRUCT, I AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND SHALL BE SEWER NOTES 4 * * SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS, 14. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6422 BY 1, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATION #/3 #12 WATE SUBMITTING A DETAILED PLAN SHOWING THE DESIGN OF SHORING, FOR PUBLIC WORKS CONSTRUCTION4985 EDITION, THE 1985 SAN DIEGO LOT "A "OFFERED BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR WORKER STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC. FOR DEDICATION PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION Sl TE PLA N SAME POINT WORKS CONSTRUCTION, ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS OF SUCH TRENCH OR TRENCHES OR DURING THE2� PIPE INSTALLATION COMMITTEE AND THE FOLLOWING SPECIAL PROVISIONS, ,r NOT TO SCALE 2c T HIS PLAN M UST BE ER PRIOR TO EXCAVATION A �{ THE OWNER TRENCHES FIVE FEET \ OFFS / TE SEWER 2 TRENCH WIDTH AND BEDDING SHALL BE PER SDRSD N0. S UNLESS OTHERWISE 3' EASEMENT =28' 3' * SHOWN, � IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED 5' 14' 14' — QC\ NOT TO 5CALE \ BY THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE PREPARED j, THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD N0. 5 -17. B' l BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER AT THE CONTRACTOR S o RuRED IN PLACE MANHOLE 6ASE5 SFIAL NOT f� A MONOLITHIC PAR nN15vAeo COMPLETE AT 4f PARK /COG 1 EXPENSE, iM #4 "IIIrIE OF FD02. �LFcCI'f3T MANNbL.E &45E6 Aft Ac1rEPfABLE FM cr-,E WITH 0 -INCH CDLLEG -T"oR \ csl IS CUT -OFF �l1INARES SHALL BE INSTALLED WHICH WILL PROVIDE TRUE NIIrETY SYSTEMS WITH INS1`15=125 APF20VAL-. 2f CEVEL DEGREE �yIIL) CUTOFF AND PREVENTION OF LIGHT ABOVE THE HORIZONTAL 4. THE CONSTRUCTION OF 4 INCH SEWER LATERAL PER SDRSD NO'S. S -13 AND 2.1� `�: 7 GA ENs Y3 DRIVE # FROM THE LOWEST POINT OF THE LAMP OR LIGHT EMITTING REFRACTOR OR 5 -14, LATERALS SHALL NOT D154{Af26E DtR6LlLY INTO MANHOLE, DEVICE, 3 f OE6VNC l 6 "TYPE "O " CURB BGUTTER SIDEWALK A.C.PAVEMENT & BASE (MIN OFZ e. OYER 4" \ WHERE SHOWN BASE SEE NOTE Na 2) 16, ALL FIXTURES SHALL USE A CLEAR, LOW PRESSURE SODIUM VAPOR LIGHT 5. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS SHALL BE SECT /ON '�A-A� �PRl114TE) OWNERS AGREEMENT; SOURCE, SHOWN ON ORIGINAL PLANS, PRIOR TO ACCEPTANCE OF WORK, NOT TO 5CALE 17. NO MERCURY VAPOR QUARTZ, METAL HALIDE, OR PHOSPHOR COATED HIGH r R I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS PRESSURE SODIUM LAMPS SHALL BE INSTALLED. �. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT RIW 72 /W WITHIN EXISITNG CITY RIGHT-OF-WAY WITHIN (JJ ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE, DAYS AFTER ISSUANCE OF THE ENGINEER O F wp R 42' CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL — 7. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. 30' EXIST R /!V WORKING DAY UNTIL COMPLETED IRRESPECTIVE AND INDEPENDENT OF ANY WORK Z HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS 12' IB' 20' lo' 12' ASSOCIATED WITH THIS DEVELOPMENT OR UNDER MY CONTROL. PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE 8. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTION DEPARTMENT EX /STING 27 G PAVEMENT LOT -A QUAIL PARK JOINT VE, DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION 2' -TO gE REA�tOVED 0 . D, A I- IZNARr BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS OF PROJECT, (PHONE 944-5070) A Gk IA LIMITED PART 2 NwzSHIP OQ V,OFESSIO?4, 1 OWNERS NAME: BY: CONSISTENT WITH CURRENT STANDARDS. ­77e,`,7777 ­77e,`,7777 Q�' AL l� BY: QO$ERI' MARY o. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A — l2" M /N. 3 AG. O /E2 PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY EgPrHEN g "'C A. B. �/� I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND 9�mY�v><9r�1 SPECIFICATIONS BY THE CITY OF ENGINI'r'A9 IS CONFINED TO A THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, sti�rLE AS REQUIRED BY CITY 6 "rrPE °G °cURe &currER �' oo 1ra32133 z o UI2. 11 4 LA JOLLA CA. ADDRESS; 80(80 LA JOLLA SH02Ed REVIEW ONLY AND DOES NOT RELIEVE ME. AS ENGINEER of WO RK. TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACE IN SO DOING, Z "xG "REVkCJt�O (SEE NONE 2) OVER GLTIA.6. Exp /-9 —� — OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN ' iR >? PN. ((019 454 -OIl9 NF�DER B -B QUAIL GARDENS OR/I/E THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE CIVIL WHATSOEVER TO THE OWNER, ORDINARY WEAR AND TEAR, USUAL ABUSE NOT TO SCALE OF OAW\E� OR NEGLECT EXPECTED, API: 25T -o2 - NION s7REEr `= SEE SHEET NO. 8 FOR ADDITIONAL SEWER NOTES. a D \ c FZIC:HARO A. RUBIN R.C.E. 32133 EXP. 12./?! PRIVATE CONTRACT �_ ICON /GATES ELEVATION SHOWN ON PROF /DES C1 a 51 r5 PERMITS [ 7 _ 1E _ 7f __ 7 CITY OF ENCINITAS,CALIFORNIA ENGINEERING DEPARTMENT SHEETS A 42AY5 HOLLOW NOTE: IMPROVEMENT PLANS FOR THIS SITE WERE L APPROVED BY THE COUNTY OF SAN DIEGO GRADING PERMIT NO. 9 �^ a 0 o LA NE 8 028 G DEPARTMENT OF PUBLIC WORKS 10 -1 -1980 (TM PLAA15 FOR THE/MPRO YEMEN TOF 3761 - 1) . THESE CITY OF ENCINITAS PLANS MAJOR USE PERMIT NO 7 3710/ E � U[EY REPLACE THE PREVIOUSLY APPROVED COUNTY QUA /L PARK y 376/ -I W BO �I, TgS o PLANS. TENTATIVE MAP NO r ! R /OUE ZAS,rYef7 ENCINITAS SANITARY DISTRICT SAN DIEGUITO WATER DISTRICT _ CITY APPROVED CHANGES BENCH MARK CALIFORNIA COORDINATE INDEX .3.32 � D FOR APPROVsI L OF SHEETS 2, 7 , 8 f 9 WATER WORKS APPROVAL j E S I No Description Approved by Date ENC /N /TAS i 1 �I A CAL SIR. 67 D I OWLPS (L �.� p DESCRIPTION COGNTY BENCH MARK NO OC 0/27 =LUX5. BRASS O /SC SE Pu�` W"I.{stwER� A d F blrcS ect z�tpr l C hi" I, A9 dU /LT IN A CONCRETE MONUMENT S tt•i(' � I � , j Dlsrmlc7 jAomiv� ru DATE LOCATION 05 MC SOUTH ALONG EL CAMINO REAL FROM INTERSECTION y WITH ENCIN ITAS BLVD Engineer of Work ¢/'.j9 VICINITY MAP (, J c�� PATE RECORD FROM CO NO SCALE r� CH1A YO A. rzu�IN; E.37/3 COUNTY BENCH LEVELS 8028 R DISTRICT Ivla IvAGER DATE C - XP1�31 ELEVATION 241. 360 DATUM US. 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M./ Q� Q �ti try % g /!0'59.53 14 N 2 °2 "E 2B.a0' AA 71 ,� /0 9 t� LE. 180.00 Lu Q 15 N 3 ° /7 ? - W v 28.40' Q �� t� JQ� Q l(. N69'l7'41 "GJ _ /3 „9/ /1” C.M.P, <F /� / S E SEE f � JQO n () n/g7 °42'50 W �- 244. 2" /$' G,n�.P ? 4 NIJ N DETA14 LO{YE EFT DETAIL E L4WER LEFT /�C J 4U U Q / NB7 °42 3 _ 1 60" SR.S.P. E /� Q 1 J \ NEE \ / SE 9 . 3 JO N \\ �E G �CiST. / A.C.P. FOR ENTRANCE 30' IMPROVEMENT DWG F� ENT CONDITION REFER TO t I 1 /2 \ NO. W w 3 \ ® 0 + 22 g /. 24 Quq /L GA2L�MS pR /VE' + - -17 0 SApp{.S t COnINEeT /ON ' ' PR/ I/ATE TYPEA -4' , RATS A OlO N DETAIL LEFT S T /0 ORM RA I Al PLAN PIPE �ONNECTtON ��ETA! O /( (SEE NO Z J -- ' -- \ 14 Gl1UCaE ASPHALT O /PPEt7 I 2.5 0' `C ^ � COAT /NG USE STAN/.�APO B9N0 I - \\ \COUPGEPS ASPHALT O /P°ED. ° NO SCALE l AbTE: PROV /GL SPPAY MAST /C GOATiNG CZ5 M L. Exr�zlnQ� (COAL TAR ER]�CY) FE2 AA:5HTO Z4.3. - 14 GAlJ� BE FL 8An/OS 70 FLANGED PIPE h/1'TH 8OL @G 75 X�A9r -tR fb/N7$. NO SEPARATE BAND CO�uPLEkS. f r e dt J ° T ONG2E7E SHALL e� SrdJ -� -3250 PRIVATE CONTRACT ONlRif'[.[ Z. ALL REiNFO ,5`!E'EL SA2S ALL VERTICAL F SCALE : I " =4Q SHEET •� CCU , HORiZOkTAL TIE BARS IC A /MUM SPACIN61, CITY OF ENCINITAS,CALIFORNIA ENGINEERING DEPARTMENT 3/4�CHAMFER PL N SHEET & R° AS FR O THE /MRf�O!/EMENT OF ,�UNCaEO PIPE Ey`/OS, 1 • _ ���`` PILL A!'M•MJ1.J1R lrMGE 0/2 SEE ORfIH/ //..(" O —(o i. ' (PVT) r.��..D.�•.L L.w*' S TO�c?iV1 ORA/ WITH NAWrlc *VA PL."i S N HOP HELD s �R _ td m - = •. 376/ 614 C /T "Y APPROVED CHANGES BENCH MARK Q VA /L P a RK 7M CbV6L,E 1 • CAC, IFORNIA COORDINATE INDEX 322 -I(°65 W STATION 0 N ` I-O 10 1 No. Oex,Ipt.on Approved by Date a 60" SR.S.P 17 +12 Z4 ` Q ADDED NOTES, REVIStD jTDRH DQAI N, DESC RpTION F3QA55015C5ET /NCCKICQET6MONU I M ENT Y ENG NE% Z n ���� T ENGINEER. K t IO +15 60 7- 8-0" 517 9.28 15. EDeeo R� M 'EA° �` �,...ev cOUn/rYT,�E.,lk'HMARKNQ OCO /27 =LUX3 .� - y SECTION ELlVATION DOUBLE HEADWALL S OR M DR41N5 ' REJ ISEO PRa I LES u ^ LOCATION, 0.5/ 11- , 5,SOUTf/ALONGELCdM /NO,PEAL RO,y/ c RIGNA� a. Rc.E.s�ls� 0 L REgl9rV FRoFILE S tnjZIA PR IW "d ( /NTERSECT /0N W/rAIEVC /N /TASB-VO W = SECTION A -A AS QU /LT RECORDFROM COUNTYBENCA: LE'l/ELS 8028 -, q S W NO CAL STRAIGHT HEADWALL - TYPE A 1 ELEVATIONS. 2¢/ 360 DATUM. US C j G-S� DATE NO SCALE - W FILE N0. ES 015 i I - -- -- - _ SEWER MA /N (�uauC) _ - - - - — -- — - -. - - -_ - - - - - __ - -- f - -- - - - -- -I - _- - 1 - — - -- - - - -- I -T - - - - - -- -- - __ _ .._. T I t - t I . .. _ _ -- - , 1 I -- -- -- -- - - -- T- « - - - - - j - -- -- - } r + - - - t - -- { } t f .�. r - - 1 44 L r I i� I ♦ } C - z _ ; + - - ` t , - - Y I ._ I : $ - r _ r } — .� ; +- - ` - ! r .�r- . at I, ♦ I - t - r i } i } _ } i x ,- ♦ 1 N 1 Z I : i = f t I 3t - - - t - K + : - _ -_- - -- - - - - - I - - - t —I- � I . tA - I -- - - -- ` - - - z z s t s iFf rte, : , i i �. I f -- I : t : 2- r - - ^ i 44 Mt :2 : 7 - t t- 7 i p _ r - + r- V t : - ♦._ _ #TT-� —t--i _.. .. __ ♦ f «�� -- T :I I 1 1 1 I f AA T _ I f 4 4 _ . C E2. Li NE5 r r i - 1 I - — 45 i : d'7L - . _ , -- r !tom` - T w I I , S , ♦ « 1 4 1 4 --- 1 L( - : L W : I /FY N4?ERT E : HEa l Q'S2 LEV 1 k I - 1 .� nit i t - } t t / 6 I: j T t ♦ lD /l /2 3 14 �5 .1 17 18 19 __- 20 21 _ - NOTES I M p MINIMUM /Z " VE.T1641- SEPgRAT /ON REQU/REO BETWEEN SEWER its f` N4XER, /� l \ ' 4D , O l 5 �,4 L 0 NO SEWER JOINTS iv/r#/A/ /O' OF WgTER CROSS /N�. � A + Z II ) 4. Q0 �} m N NI� Qm= r w NW �? N \ <} EX/ST N V r U ` ` l�il* \� ♦ 1- --- - --�_. - _ -. 3 QQ X 1 11! N \ ' 1� cn �� cc � X11 d 1-0 �.f1lt,► to In ` th2 k . \ m GUS J < !f'MIN(TYP _ c 3 hO E.P lU 0 2 EASEMENT Q F W ) 3 o l5 SEwE2 J - — J w a w N Z h N h E.P / w . O 6 n Q W cp w W CO EX/ST 8 „t c. W W f N VEQ /FY OEP/N OF WATEQ MA /N W � � w � � � �Q /OR 'TCJ C0N57•'2u�gN / LIMlTS c� E1(/sr. _ SEWER LATERAL g E C /STiNCa /6 Y WgTER 1 O- 6E_�EMOVEO �� yor, MA /N �TyP� - o * NOTE : LOCATION AND ELEVATION OF GAS L /NE I �p� , TO BE VERIFIED BY CONTRACTOR PR /OR T S70,94f 2�” R TO CONSTRUCT /ON c ( I , c t V _ NS-r LTA 1 /f E � d P. V C. SEWER MA /A( j/ 6�' l�Q• � iNE T W om- YE g 3 QUA /L GARDENS OR/V/E (A D15TR /CT SYSTEM) ) PRIVATE CONTRACT SHEET CITY OF ENCINITAS, CALIFORNIA �� F ENGINEERINt3 D D A E RARTMENT z „u ; SHEETS PLANS FOR THE /MPRO1 OF SEW R i N0. d /BEAR /NG RAD IUS LENGTH REMARKS k LO , N25 °49'27 "E - 146.27" B" P. vC. IN QUAIL GARDENS 80AYDMIS /ON d =33 °17'27" 201.64' 1/7.10 cT M t'`C APPROVED CHANGES BENCH MARK -r 376v/ W N00 i� °$¢ 03 a P � S60 NORM No. Description Approved by Date f VGRT. LOCATtoa] DESCRIPTION: COUNTY BENCH MARK NO OC 0127=LUXS. BRA S R « •nrnandedw wprov � hf $0,00' Approved � d =42 16 14 ' 3GO.00' 265.80 A SEWER 0"t i UIYERA� QQQ �'�'� SET IN A CONCRETE MONUMENT. D /SC 5lZ_bq = y �V d = 27°28'50" 40200 192.81 ' ? N A X /? PLIA CAROENS LOCATION: ® 771 / �(�� /� LO 05 M O 1. SOUTH ALONG EL CAMINO REAL FROM ~ oyc \ l ' 8 " P. V.C. AaARMENT3 "AS -BU /L TS INTERSECTION W1TH ENCINITAS BLVD N D °3 °11'OO" 4046 27' 22481 nN Enr of work: y —G—� Checked by: W =' AS BU /LT RECORD FROM: COUNTY BENCH LEYELS W ELEVATION: 24L 360 DATUM: U.S.0 lfF GS Approval date: QICNAftp A. RUO(N R.C.E, t33 FILE N0. E S 015 I i / � l I __ I , — - -- - - -- - - -- - - -- - - - - I - - - - - - - - - - - - -- , -- - - - - ; - I , - - - - - - - - - - { � i -- _ - - - - -- - - - - -- - t - - - -- -- - - -- - I _ - - - - - -- - - - -- - - { -- - - - - - -F - - -- _ -- - -- - _ _ - ♦ ♦ t - -- - _ . - -- - - - - -- - - — _ - { -j - - - -- - - - } -- - - - -- - - - - - -- - - - - - r -- . - - - - , I - - - - - - - - I - - I- -- - -- - - - + r - - - - - - - - -- -- _ - I I L - - t r * t r t # r i r t i t i f- i - - - - I I r T } I { t t r - - z t ` j - - _ r - - - - - _ L - - -- - - - I z l } - - r - - , _ - { I - -- r - , - • _ 1 - i $- - - - - - - _ _ �- : s - - : - - -- i { i -. t - I { - r : - i x -- s- I j r- 1 _ ._ -- - - - - - - - - - - _ — , r I Y t I ? — -- -- — - I - - t I t I t ; -- - - $$ � II t ; I : t { 1 a - - } { { t r - - - I t= I - -- + t I t r r r t - - - - - - - + : j t t t t - ' t - - - r _ � , S f f I S I } - i I Y - - - - : 11 jjI }} 21 22 23 24 25 26 27 28 29 30 31 I pp (y V u In O L tri NOTE: O + 8 SEWER MAIN IN r bco MANHOLES NO. 9 & 10 a k + r N HAVE BEEN ELIMINATED r N QUA /L. G4R D EAIS DRIVE Q �� Q FROM THESE PLANS m r # Q Q I, a N0 C 9 = Q +F (A OI ST21(2T SYSTEM �N� N � (n {� C N (d (J) LO � W Q Q � i( AAI 3 Q g0 3 0 Lu to Z W LU P_ �� cna w u j� Q LU Co 4 J 6 Z dl q 1 4 q1 t1J --�-- —�- �� EX 'CM /Z;rIBPARC!/CNTR HOWL. j /ST EP x FOR SEWER CONTINUATION SEE SHEET N0.9 O M /N(TYP) a 1 f ' w M NW w » II FZ 1 2 EX /S77/� /6" kVATE',Q = MAlN (-7YP) PR 00 OPOSED 9 GUTTER W Q ADDITIONAL SEWER NOTES CONTIN FROM SHEET NO. 1 3 — STUB i f�LL/� 8 W PROPOSED R1W LU /O. Pipe and Bedding Conditions. Puc. GA RAL Z U G M.N #ll (a) All pipe shall have 4" minimum of 3/4 inch crushed rock beneath the pipe. /E /918.90 Q BEGIN PR /VATESEWER SYSTEM ULT/MgrE PD.W. t (b) V.C.P. and A.B.S. truss pipe bedding from bottom of pipe to six (6) inches 3 T. 11 3761 5 minimum above the pipe shall be sand, gravel, crushed aggregate, native � free - draining granular material having a sand equivalent of 30 or better. - Z (c) P.V.C. and A.B.S. solid wall pipe bedding from bottom of pipe to six (6) y y inches minimum above the pipe shall be 3/4 inch crushed rock. A.B.S. solid Polyethylene plastic tape or metallic detectable tape manufactured wall pipe may use only were pipe grades are or gr. y � o ll pi be lhi it d 1% eater. m >� 2 t . specifically for warning and identification of buried utility lines Q � :d h After completion of pi pa laying, all main line sewers, sewer service laterals and shall be of the type provided in rolls, six inches minimum width, SEE SHEET NO 5 FOR oR/VATE SEWER P P P green color, coded with SEWER warning and identification imprinted structures shall be tested in the presence of the Engineer. Air Pressure Test in bold black letters continuously and repeatedly over entire tape Z shall be used unless otherwise directed by the Engineer. length. €; Contractor shall obtain a permit from the County Department of Public Works for 2. Non - Metallic Pi e - P.V.C., V.C.P. and A.C.P. and other non - metallic I g }. any excavation within existing County Rights -of -Nay. W� pipe shall be marked with metalized detectable tape placed no deeper PRIVATE CONTRACT €� & "x /2 "MJ", ey 0 Q than three feet below ground surface. OFF SE BENE7 U 5" ° �. /3. "As Built" drawings must be submitted prior to final acceptance of the work. C" SHEET 4-0 CITY OF ENCFI!lITAS, CALIFORNIA �� 2 (CAST /2bN) 3. Metal Pipe D.I.P. C.I.P., steel and other metal pipes shall be O 4 "T06 "ECCENTR /C REDUCER 4'M /N LEVEL 14 The contractor shall furnish and install, per specifications, the appropriate marked with stretchable polyethylene plastic tape placed a minimum v EN6INEERIN6 DEPARTMENT SHEETS 0451 / buried utility warning and identification tape above all public sewer lines of two feet above the pipe. ,.: including sewer laterals located in public right -of -way. P P PLA FOR THE /MPROI/EMENT OF 4 "CAST IRON FORCE MAIN INFLUENT Z� SEWER MA /N PUBL /C The construction of concrete anchor walls per SDRSD No. 5 -10 Type A. ( All mains and laterals shall be constructed with 42 -inch minimum cover. SEWER DATA OUA /L PARK SUQ /V /S /ON NO. AIGEAR /NC RADIUS LENGTH REMARKS CITY APPROVEO CHANGES BENCH MARK d" LEVEL . M ,3 . 710 L+•+ SEWER PIPE IDENTIFICATION 1 6` 1 404(x27 9997' 8r/PVC• No. De scription Approved by Date T - M APE SP C IC TION NZ' /l 28 "E — 3Gt�49' A5 BUlLT DESCRIPTION: BRASS DISC SET /N A CONCRETE MONUM �� ENT Recommn; for>Pprov Approved _ DETAIL - FORCE MAIN ENTRANCE COUNTY BENCH MARK NO OC 0127= LUXS TO MANHOLE Warning Tape N27I'28 "E - 280.04 LOCATION: 05 M /LE SOUTHALONC EL CAM /NO REAL FROM � 0%,, S� �- H �t *�Y �u•�- • O 1. General - contractor shall furnish and install buried utility warning A/ 1'37'5 — 280.00 8" PVC. INTERSECTION WITF/ENCINITAS BLVD Engineer of work: 4 -( - s9 'hockedb : W = NOT TO SCALE and identification tape above all public sewer lines including sewer RECORD FROM: COUNTY BENCH LEVELS '_ ' 8t7 Q = W MANHOLE 76J gE• FULLY L/N �A7�0 TD laterals located in public right -Of -Way. ELEVATION: DATUM: /�'��"7r vl -// L+�`� Appw.aldel 241.360 U S C B GS RcNAtzv a: auf3w tt.c.c. 31199 S- 17r�1- _ OJS'T/2 /CT F,n,K' /NEE•C� gpPRD ✓,qL — , W 1L. FILE N0. E S 015 i j : - -- - -- -- - - -- -- } : } ! t I , 1 I I 1 "- I. , 1. ,. F _. -l. r- -. �. _l + - Y__ - � _` I - - -- - � � 4 -- - - - r I r r r r _ - - - -- - - - - -- - -- - - -- - -- - - - -- -- - - , T 1 I q I i CD I + I 4 In * 1 q f - -;- - - - I � I I I I I Q + 4 _ _ Q -, , --- -- �.__ � - .__. _.._ •_ _ f� 1 1 `y 4 JI t I i , N -Y - - - -- - - - - T �^.1 L — S 1 - - - , I - - -- - - - f I I I t It fi . : : : : , } " -} t - - -. -- - -- 2 v - - - - -- i I I _.. - 7 t - — r -fi - - - - - - - - - - r ; 'lL — N t I I I j I f 1 ! t 1 , I - - - - - - - - r f t} t I , I I � I I - -- - - - I t t - - - - - -- -- - - � - - - 1 .I t } � 1 y , ♦ 1 1 y ' I I r r J ! I i t ! � A 1 I t I - -- - - - +- +- -+ - r t I t - 1 I j + , , r , ♦ y • ___ _ _ I _ a 1 T1 30 31 32 33 - 34 35 36 37 I Z 9 L6 N� n cv * r it � o SCALE : I 40' r i Q Q +v �p ~ mF �+ c o r d m j �M� m`> W�Q WQQ WhQ Wes& ��a Q UAIL GARDENS �'a DRI EXIST R/W� �W4 ��a EXIST EP �_ _�� 3 — n� �.• f FOR SEWER CONTINUATION _ SEE SHEET $ 11 MIN. (TYP) II MIN(TYP. B aG ___+ _�_ W W W W W W 42 31 32 �3 I�Ig "R.C.P 34 36 EXIST -EP-,,T 3(0 37 EXIST R/W PROPOSED CURB GUTTER PROPOSED CURB GUTTER 3 � I PROPOSED R/W U'L ",I TE ,Q /G4VT 0,AI "4 r ot 01� m jl Q OI z3 O h >I SEE SHEET 5 m m FOR PRIVATE SEWER �I 8" PV. C. SEWER MA i2 -3i-92 QUAIL GARDENS DRIVE PRIVATE I� (A DISTRICT SYSTEM) j PRIVATE CONTRACT SHEET PLANS FOR THE IMPROVEMENT OF SEWER MAIN ( PUBLIC) SEWER DATA COUNTY APPROVED CHANGES BENCH MARK QUAIL PARK SUBDIVISION T.M. 376,1 NO, d /BEAR /NG RADIUS LENGTH REMARKS No. 0.K..PIICM Ap b Dale j DESCRIPTION: BRASS DISC SET IN A CONCRETE MONUI'1EN R__T;mwww e ap.ur N: Ap.ur.d IQ N2°1G'48 "E — 25500' 8 "P.V.C. A0 94,1 COUNTY BENCH MARK NO. OC 0127 =LUX 5. I '1 I' _q " I 2 N 2 °16'48 "E — 255.00 LOCATION. O.5 MILE SOUTH ALONG EL CAMINO REAL �'^'� �- y INEER = 3 °43'50" 1790 11.55' 8 P. VC. FROM INTERSECTION WITH ENCINITAS 8LVD EnMnwr o� w«M: p Checked by: er O ++ _ 4 - RECORD F ROM: COUNTY BENCH LEVELS : / _ / 98 O _ ApI � _ ELEVATION: 241.3000 DATUM: U.S.C. & G.S. RI HA 3 s- 'l2 -b'L FILE N0. ES 013 W a. I 1 J NoText NoText NoText