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2000-6778 I (Plans) OLIVENHAIN MUNICIPAL WATER DISTRICT GENERAL WATER SYSTEM NOTES REQUIRED FOR SUBDIVISION IMPROVEMENT PLANS POTABLE WATER 1. WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH LEUCADIA BLVD. THE DETAILS AND MATERIALS AS SPECIFIED IN THE OLIVENHAIN EN.....Cl....;ITAS R A C I I MUNICIPAL WATER DISTRICT STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF HATER MAINS AND FACILITIES, DATED MARCH 1997 WITH REVISIONS. CONTRACTOR SHALL HAVE A CURRENT COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 0 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP 5 zz+ MENDOCINO LOT I DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD z to U SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - MEETING WITH THE DISTRICT'S INSPECTOR. d a CONSTRUCTION a r� 3. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF O PERMITTEES DISTRICT'S INSPECTOR. INSPECTOR'S SCHEDULING MUST BE 24 -48 i GARDEN HOURS IN ADVANCE OF WORK. z G VIEW RD CARLTAS, CO. 4. WHERE ELEVATIONS AND GRADES ARE NOT SHORN ON THE WATER 5600 AVENIDA ENCINAS, STE. 100 MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CARLSBAD, CA 92008 CENTERLINE OF FINISH GRADE OF STREET. ��� /�� (760 )431 -5600 01 5. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER I ENCINITAS BLVD. TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 3/4 -INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR � x LEGAL DESCRIPTION IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. A LOT i OF CITY of ENCINITAS TRACT NO. 96 -007 (PHASE 1), IN THE CITY OF 6. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA ACCORDING TO MAP AND BLOW -OFFS AT ALL LOW POINTS IN THE HATER MAIN PROFILE. „1,Qs`� ��\ THEREOF NO. 13365, FILED IN THE OFFICE OF THE COUNTY RECORDER OF FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE VICINITY MAP ” SAN DIEGO COUNTY ON OCTOBER 24, 1996. OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOA POINTS, NOT TO SCALE AS APPROVED BY THE DISTRICT'S REPRESENTATIVE. �.� r � j \ 7. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS LOT I TOPOGRAPHY SHALL BE MADE DRY. THE TIME AND DURATION of ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS \ �•, PER FIELD SURVEY PERFORMED BY BHA, INC. DATED: JUNE 1996 MINIMUM IN ADVANCE OF ANY SHUTDOWN. 8. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL rs ARRANGEMENTS FOR HIGH - LINING TEMPORARY SERVICES, ETC., `� / LEGEN PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A FRIDAY. O � O �.d \ �` DESCRIPTION SDR SYMBOL QUANTITY 9. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL 4 \ BE LOCATED ON THE PROLONGATION OF THE STREET RIGHT -OF- WAY WHENEVER POSSIBLE. EXISTING TEE 10. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE / ��� Apo EXISTING VALVE DISTRICT AND MEETING THE DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED �+ PROPOSED WATERLINE 610 L.F. BY THE FIRE DISTRICT. PROPOSED TAPPING SLEEVE pQ 1 EA. 11. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO IF VALVE ® 2 EA. CONSTRUCTION. SCALE: 1" = 100' PROPOSED i" M.A.R. VALVE ASSEMBLY (OMWO A -2.0 O i EA. 12. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS PROPOSED THRUST /ANCHOR BLOCK (O �' " 3 EA. SHALL BE FIELD VERIFIED. MI. EXISTING OR PROPOSED UTILITY CROSSINGS, OR UTILITIES WITHIN 10 -FEET OF PROPOSED WATER KEY MAP LEGEND MAINS, SHALL BE SHOWN ON IMPROVEMENT PLANS. PROPOSED 90' REND 2 EA. 19. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL EXISTING WATERLINE PROPOSED 2" BLOWOFF ASSEMBLY (OMW D 1 EA. COMPLEXES AND COMMERCIAL OR INDUSTRIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACBFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. PROPOSED 8" WATERLINE EXISTING SPOT ELEVATION i� 85_0 14. THE WATER SYSTEM SHALL BE - PRESSURE TESTED IN ACCORDANCE PROPOSED SPOT ELEVATION 1 85.0 WITH THE PROCEDURES IN THE STANDARD SPECIFICATIONS. THE SUBDIVISION BOUNDARY CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING SLOPE EMBANKMENT (2:1 MAX) y 7 PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. PROPOSED TRENCH RE- SURFACING (PER Crty o f ENCINITAS 'PTO. owca.) 1700 S.F. 15. CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS AND PROVIDE ABBREVIATIONS WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. PROPOSED C&G /SIDEWALK REMOVAL do RECONSTRUCT (QTR SORSO) ® 105 S.F. 16. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE AB AGGREGATE CONCRETE BASE MH MANHOLE AC ASPHALT CONCRETE MVC MIDDLE VERTICAL CURVE BY USE OF JOINT COUPLINGS WITH 4' MAXIMUM DEFLECTION PER BC BEGIN CURVE NTS NOT TO SCALE COUPLING (2' PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE HVC BEGIN VERTICAL CURVE P PAVEMENT PERMITTED BW BOTTOM OF WALL PCC PORTLAND CONCRETE CEMENT C&G CURB AND GUTTER PCR POINT of CURB RETURN CL CENTERLINE PRC POINT OF REVERSE CURVE E O 0 Cr PVC RIG LYVINYL CHLORIDE PIPE OLIVENHAIN MUNICIPAL WATER DISTRICT EB EASTBOUND RW RIGHT -OF -WAY POTABLE WATER SYSTEM APPROVAL EC END CURVE S SEWER ECR END CURB RETURN SD STORM DRAIN Y� EP EDGE OF PAVEMENT SDRSD SAN DIEGO REGIONAL STANDARD DRAWING Approved by: `` Z EQ EQUIVALENT SW SIDEWALK EVC END VERTICAL CURVE T TELEPHONE FC FACE OF CURB TB TOP OF BERM /DIKE FL FLOWLINE TC TOP OF CURB FS FINISHED SURFACE TF TOP OF FOOTING G GAS TG TOP OF GRATE R .E.' 48 53 DATE JOB NUMBER HP HIGH POINT TW TOP OF WALL BE INVERT ELEVATION W WATER Note: Signature Expires 2 Years After Date LT LEFT IMPORTANT NOTICE ST ATEMENT OF ENGINEER OF WORK SECTION 4216/4217 of THE GOVERNMENT CODE SHEET INDEX THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY 4 �p slo REQUIRES A DIGALERT IDENTIFICATION NUMBER ACCEPTED STANDARDS AND PRACTICES of THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE l BE ISSUED BEFORE A PERMIT TO EXCAVATE WELL WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. RONALD L n BE VALID. FOR YOUR DIGALERT I.D NUMBER 1 TITLE SHEET AND NOTES THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC °� HOLLOI/AY D\ _ D Q CALL UNDERGROUND SERVICE ALERT AT: No. 29271 ��� "`��� 2 IMPROVEMENT SHEET ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL EW 3 -31_03 9 9 TOLL FREE 1 -800- 422 -4133 8 SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND THERFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENT BASED THEREON. THE ENGINEER AGREES To INDEMNIFY AND HOLD HARMLESS THE CITY 5115 AVENIDA ENCINAS TWO WORKING DAYS BEFORE YOU DIG OF ENCINITAS, ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM �4?? QV IL SUITE "L" THE NEGLIGENT ACTS, ERRORS OR EMMISSIONS OF THE ENGINEER, ITS AGENTS OR ITS EMPLOYEES, ACTING WITHIN THE COURSE AND 4I► CA1 CARLSBAD, CA. 92008 -4387 SCOPE OF SUCH AGENCY AND EMPLOYMENT, AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. (760) 931 -8700 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY DIUWN BY 71 CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. V X OM Q W& V •b -OX DESCRIPTION TOP OF BRASS DISH IN WELL PLANS PREPARED UNDER THE SUPERVISION OF RECOMMEND D APPROVE WATER PLANS FOR MENDOCINO °0 V- OM w D AS -BUILT • 5 c2 MONUMENT j A'S 8UILT LOCATION: S PA. 48 +81 C.L. E.C. EL CAMINO REAL LOT AS SHOWN I V / BY: /y , BY: LOT 1 OF TRACT NO . 96-007 X778 I RECORDED FROM: S.D. CO. VERT. CONTROL, PG.18 R.C.E. NO 29271 DATE: 2 a 2 DATE: 3 ZG /o Z ENCINITAS RANCH ELEVATION: 129.81 DATUM: M_s.L. VERTICAL. � �� ENGINEER �. 3 -31 -03 WORK PROJECT No SHEET i OF 2 WO 478 - 0675 -400 DATE: 04 -30 -2001 . " . .. ................... L_ 200 PVC 0 y Ca ' - - __ :z CL GARDEN VIEW RD. _ EX STING GR ND AT C/L MAIN N .� 14^ 15 R 152' EXISTING 8 » PVC I 230 W ATERLINE 230 0 c6 R�s1�� u1� 6 200 —o CL CONTRACTOR TO- VERIFY 48" MINIMUM COVE -,- - _ ` _ v N ? + a 40' LOCATION PRIOR TO 38 - - 1 1 h _+ +� CONSTRICTION ; R ED .JOIN RESTRAW50 MNTS Ea 1 3 \ i 8PVC CLI5C \ I � O (� RAC @ � MAC K 15 ' YYATER,Ll1JE \ w M.A. EXISTING GROUND T C/L MAIN , AMU w \ - - \ \ \ \ EXISTING G�OUND AT C L MAIN m RESTR�41uED 1, / IMF m 220 / 220 190 a �, t 1 0 a z (187.8) . Z s (1876) i LL I CL (50 PV 2 x 48" MINIMUM COVER a �8' P j XISTING 10" PVC WATERLINE o �-� ` Q ReSTR/><I NE D 1 N't'S CONTRACTOR TO FIELD a o > . __�lEB1FY START PRIOR TO A 3 Q z 8 � C `\ o 0 » CONSTRUCTION 5 ' II Q 0 — --I Z 5 oa ; PVC wAT ERCI ° ~ 1 0 � 210 Z 210 1180 Q E5 Q FVC CL 1 C9 �-` F Q � +i Z N s a N o F � > I `� N Z_ Q Q (n c m O 7 N PO X O D:N i ` + + Z -m n O G cn a Z 0D ° PROFILE: 8" CL 150 CENTERLINE 0 D c l t , D 3 u Q ° _j � I SCALE: H= 1 " -20' + 00 n Wil z �Ir V= 1 "=5' w � zoo z P I w� o + /`/ �,�/ ', o %.:�� +0 2 +00 - 3 +00 $? 4 +00 5+ o 9- 6 +00 WATER DATA TABLE -, - -, -� Q DIRECTION /DELTA RADIUS LENGTH REMARKS O DIRnCTION /DELTA UP IUS LENGTH REMARKS ci and la , ` ` �L (_ / 4 © 1 S 33' 54' 16" W 132.43' 8 PVC CL. 150 WATERLINE 8 U5T 27'32 "E. 4 .00 B CL 150 PVC WATER ___ ___. �_ ._ r ___ _ __ cn ` - -A -i , -. -` j �\/ , v o s / - \\ 2 , 735.00' 8" PVC CL. 150 WATERLINE 2) tJ.�° l" 32' E l � 1 15 6 C WATER -- -- - - - � N � I m W � IIt VIA CANT_ B_RIA _ _ _ _ 3 N 53' 27' 32" E 33.20' 8 Int CL WATERLINE - `" - __ _- -_ _ _._ __ s ° __ - d� � o ll o ll 4 S 36' 32' 28" E 53.36' 8" PVC tl.. WATERLINE - N �X!STING 15" SQW� .235 - WA[� � - �i y c� y N » �C t M LT oc 3 1\/ I LM 5 N 53' 27 32 E 8 'PVC CL. WATERLINE - - ��) --- CM) `- .i j - t/ . _ �. G► � I t M) - ----- J w > + + cr,) �M) I { ) 22' 24 "]35.G0 4- 14 8 PVC GL 200 WA ?i~ RLi N E __-- <1't) `` - - 0D o cc ; I �/ / / I XIST. WER LATERAL < > t ��) " 6l5' C GL 200 WATERLINE �� c r y ) -- 3g _ oN oo v_. r i I 0 i — PER CITY DWG #4334 - 1 7 N• 53 21 32 e 4 a PV _._ -- 3 +00 F ° z 4 +00 I EXIST. TRAFFIC SIGNAL LOOPS N S�� c�) 33 � 2 EX. CURB; 'GU �dc"�p OVAL E ( ' "' CONTRACTOR T do RECONSTRUCTION REMOVE AND 0 VERIF EXACT . ` / '� L I LOCATION do POSSIBLE C � n � 0 2,t p0 D OD REINSTALL A JOINT LOCATIONS FUCTS w y _,i x s.. _ "_ _ _ EX. TREE I 1 C TRUCTION -19 .24 I \ PRIOR TO START OF CON 20 10 0 20 40 60 / c + 2 _ _. _- I _ -- ct� _ J-_T 5a_ 4.82 Tc=- zo32ac- 2o1.—-- 2a� -�7 Ex. -UTl - o w __ �=° �� _ _ *'� _ 08.1 C =� c3) -- �--- -- t3) - ) ) - { 3) - -- -_ C �> Z-; TC -196.1 SCALE. 1" = 20� � ��B 1(). �`..- (3> <3� - _ -. -_ AULT -� : ; - (E) E) .33 T ,- ° - C3) A" -p �0 16 't',' ' ) _ = I - EXI T. - - - - \ �rl�r L L 1 / \ -- _ w L / \ G 4. U T . TC 9 4.79 c. r _ 44 c3 , I EXISTING 6 A DIEGO VA GAS AND EL C. ESMT. 4 Iv , POSED 15' PUBLIC ATER „° GE G' i __ - -- I - =`'�+C _ i ESMT. TO OU N H . I/�1 t�. W. D. N _ /� _ kro NG SEE 81.�N0 FLA 1 i �G $ 3 �i ,f i ( 5 ` _ 1 p _ _.__.____...___..____.. 5 +00 0 7 S 0 3 ( � }O , 222 / I 1 ( -! it �' ` I j m ap 1 X 0 O O �' s / / _�� � ( w °° - 0 + SEE Cl O ENCINITAS J m x an 2 �� w O+ .. n O° - N DWG # 6778-G FOR I l z � g oo GRADING IN THIS AREA I N J » 1 n Z' �t yr �T INSTALL > N C) 2 I ; it ., r m u� 00 I T J r ^t^ \ I - Z B.O. ASSEMBLY co r n' X crr o .., j = D_EXIS NG 6 SAN DIEGO c_ --+ R' X C) Z ✓ WAtER I ' 1 r GA AND LEC. ESMT. j I I I Z Z Q + i t t , I m y M��1 � I G'[t A Lit 770 i To z ff lo - L ` 0i^ 44pFESSIO \ / -' = `° O I , I ,• v > d r� r 0 2 I�oNAI� >� td� , ��� �': F Cal '' I � I v ! � I I ;u Z 4 LLOWAY > fl O o HO 5,' Y / t : Q� I II .� kx �1Q, cM , sR 10 �3 N . 29271 ' / // X OD > et ice. s -sl -os / �,,,. , .4 = ,.� c N y rnZ ° 11 SUITE "L" AVENIDA ENCINAS c9 * ' 1 �•a ,�- C f Gl � r CARLSBAD, CA. 92008 -4387 C ►ti ! ,� C X H W1,'� ,r a I I i I 0 (619) 931 -8700 1 ��` � eX O O J !- REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESIGNED BY DRAWN BY cmcm BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAINING NO. ? . b •� DESCRIPTION TOP OF BRASS DISH IN WMI PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDE APPROVE WATER PLANS FOR TM 00-067 MONUMENT HOMIZONAL AS SHOWN DATE: s o,_ o, BY: w1 � BY: MENDOCINO � o R.C.E. N o. 29271 31` 2- LOT 1 OF TRACT NO. 96 -007 A5 -Bvl r 3.03 LOCATION: ST A. 48 +E1 C.I. B .C. EL CAMINO LOU FROM: S.D. CO. VERT. CONTROL, PG.i VERTICAL AS SHOWN ENGI DATE: DATE: ° ENCINITAS RANG H ELEVATION: 129.81 DATUM: Y.S.L EXP. 3 -31 -03 SHEET is OF 2 WORK PROJECT N0. WO 478 -0675 -400 DATE: 04 -30 -2001