Loading...
1990-571 R (Plans) GENERAL NOTES SEWER NOTES WATER NOTES WORK TO BE DONE 1. A PERMIT SHALL BE OBTAINED FROM THE CITY DEPARTMENT OF 'ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD 1) WATER MAINS, LATERALS AND APPURTENANCES SHALL BE LEGAL DESCRIPTIONS LOT 25 AND A PORTION OF S CONSIST OF THE FOLLOWING WORK TO BE DONE PUBLIC WORKS FOR ANY WORK WITHIN THE STREET RIGHT-OF-WAY. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS LOT 26 OF RIDGEWAY HEIGHTS ACCORDING IMPROVEMENTS THESE PLANS, THE CURRENT SAN DIEGO COUNTY EDITION, THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE OF THE SAN DIEGUITO WATER DISTRICT. THE CONTRACTOR MAP 2163 AND ROC 1193 DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS, AND 2, THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS AND OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY ENGINEER. ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE AND OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. STANDARD REFERENCE DRAWINGS, THE FOLLOWING SPECIAL PROVISIONS,' 3. APPROVAL OIL THESE IMPROVEMENT PLANS AS SHOWN DOES NOT 2) UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING APN, 260 - 073 - 01 & 04 CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE OF THE 1, TRENCH WIDTH SHALL BE PER SDRSD NO. S-4 UNLESS OTHERWISE MAINS WILL BE MADE BY THE CONTRACTOR, UNDER THE PROJECT BOUNDARY. SHOWN. SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER SITE ADDRESS SUMMIT AVE. 6001± SOUTH ITEM STANDARD DWG, NO, SYMBOL PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. OF SANTA FE RD. 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY 2. PIPE AND BEDDING CONDITIONS. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL SHALL BE 'CONSTRUCTED, CONNECTED AND TESTED PRIOR TO ARRANGEMENTS FOR HIGH-LINING, TEMPORARY SERVICES, ETC„ OWNER/PERMIT TEE: TORRANCE SAVING SUBDIVISION BOUNBDARY CONSTRUCTION OF BERM, CURB, CROSS GUTTER, AND PAVING. (A) ALL PIPE SHALL HAVE 4' MINIMUM OF 3/4 INCH CRUSHED ROCK PRIOR TO SHUTDOWN, 22759 HAW T H ORNE BLVD BENEATH THE PIPE. TORRANCE,CA.90505 EASEMENT LINES 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND 3) WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER PHONE (213) 944-3503 LOT LINES FACILITIES ;SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF (B) P,V,C, AND A.B.S, TRUSS PIPE BEDDING FROM BOTTEM OF MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CONTRACTOR: SHERMAN STEVENS THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE PIPE TO (6) SIX INCHES MINIMUM ABOVE THE PIPE SHALL BE CENTER LINE FINISH GRADE OF STREET. 617 A WESTLAKE ST. A.C. PAVING & BASE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE 3/4' CRUSHED ROCK, A.B.S. SOLID WALL PIPE MAY BE USED ENCINITAS, CA92024 PLANS. HOWEVER THE CONTRACTOR IS REQUIRED TO TAKE ONLY WHERE PIPE INVERT GRADES ARE 17 OR GREATER. 4) ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS, (619)944-7378 PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY P,C,C, CURB & GUTTER G - 2 SHOWN HERE ON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT (C) P.V.C. AND A.B.S, SOLID WALL PIPE BEDDING FROM BOTTOM 5) CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND P,C,C. DRIVEWAY G - 14 SHOWN ON THESE PLANS, OF PIPE TO (6) SIX INCHES MINIMUM ABOVE THE PIPE SHALL METER BOX FOR EACH RESIDENTIAL LOT. BE 3/4' CRUSHED ROCK. A,B,S, SOLID WALL PIPE MAY BE 6. LOCATION AND ELEVATION OF EXISTING IMPROVEMENTS TO BE MET BY USED WHERE PIPE INVERT GRADES ARE 17 OR GREATER. 6) CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE P.C.C. SIDEWALK G - 7 WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. P.C.C. PEDESTRIAN RAMP G - 31 PRIOR TO CONSTRUCTION OF NEW WORK, CONTRACTOR WILL MAKE 3, AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE 7) INSTALL FIRE HYDRANTS 2 FEET FROM FACE OF CURB, IF NO STREET NAME SIGN DS - 13 FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT PRESENCE OF THE CITY INSPECTOR. AIR PRESSURE TEST SHALL BE SIDEWALK EXISTS, OR 7 FEET BEHIND WHERE SIDEWALK WILL + REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF USED UNLESS OTHERWISE DIRECTED BY THE CITY INSPECTOR. BE CONSTRUCTED. ACTUAL LOCATION OF EXISTING FACILITIES, STOP SIGN R - 1 4, THE CONSTRUCTION OF P.C,C. SEWER MANHOLE PER SDRSD NO. 17,1 8) PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN 7, THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC POURED IN PLACE MANHOLE BASES SHALL BE FINISHED COMPLETE AT WATER MAIN. EX ISTING AC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND THE TIME OF POUR, PRECAST MANHOLE BASES ARE ACCEPTABLE FOR CENTERLINE MONUMENT M - 1 p SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES, USE WITH 8-INCH COLLECTOR SYSTEMS WITH INSPECTOR'S APPROVAL, 9) CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING AC OVERLAY NOTICE, ALL ELECTRICAL AND GAS SERVICES WITHIN THIS 5. THE CONSTRUCTION OF 4-INCH SEWER LATERAL PER SDRSD NO'S S-13 CITY RIGHTS-OF-WAY, Lo PROJECT ARE 'UNDERGROUND INSTALLATIONS', FOR AND S-14. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO REMOVE EXISTING AC. LOCATION OF ELECTRICAL CABLES AND GAS PIPING MANHOLE. 10) THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN AND APPURTENANCES, CONTACT SAN DIEGO GAS & WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY O ELECTRIC COMPANY, TEL,l 800-422-4133 6, THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO, RIGHTS-OF-WAY, CITY OF ENCINITAS RIGHTS-OF-WAY, PRIVATE 8' P.V.C. SEWER MAIN S -12 & 15 5 N S-10, TYPE A. EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF 8, THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND 7, ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42-INCH COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE, 4' P.V.C. SEWER LATERAL S - 13 SO, SHALL COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES, MINIMUM COVER. Q 11) — PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL SEWER CLEAN OUT S - $ -d NOTICE, ALL TELEPHONE SERVICES WITHIN THIS PROJECT 8. THE FINAL LOCATION AND AND ELEVATION OF SEWER AND WATER ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW 1 U BOUNDARY ARE 'UNDERGROUND INSTALLATIONS', FOR LATERALS SHALL BE SHOWN ON ORIGINAL PLANS, PRIOR TO CURRENT SAN DIEGUITO WATER DISTRIC'S SPECIFICATIONS, SE WER MANHOLE S - 17 LOCATIONS OF CABLES AND APPURTENANCES, ACCEPTANCE FOR PUBLIC USE. .. CONTACT THE PACIFIC TELEPHONE COMPANY, 12) THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION 3 TEL.l 800-422-4133 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO V CITY ENGINEER IN WRITING PRIOR THE ACCETANCE FOR PUBLIC USE, ARRANGE FOR INSPECTION OF PROJECT. 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO 8' P.V,C. CLASS 150 & 20o W - 31 & 33 W CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED 10. FILL AREAS MUST BE COMPACTED TO 907 PRIOR TO PIPE 13) FILL AREAS MUST BE COMPACTED TO 907, PRIOR TO PIPE W IMPROVEMENTS AND BEAR THE COST OF RELOCATIONS, IF NEEDED, INSTALLATION INSTALLATION, MM 1' WATER SERVICE P - 2 MODIFIED —_@ W 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE 11, THE CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTION DEPARTMENT 14) APPROVAL OF THIS PLAN BY S.D.W,D. DOES NOT CONSTITUTE A (DUEL METER BOX INSTALLATION) 'UNDERGROU D INSTALLATIONS', FOR LOCATION OF CABLES AND 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF, 8' X 8' X 8' TEE w/ 6" RE REDUCER Q APPURTENANCES, CONTACT T,M. CABLEVISION, TEL. 436-3693 INSPECTION OF PROJECT. OR THE EXISTENCE OF NON-EXISTENCE OF, ANY UNDERGROUND R/w R W UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS 35' 30' 5 PRIVATE 32' EASEMENT 5' PRIVATE < z 12, CONTRACTOR SHALL OBTAIN A PERMIT FROM THE DEPARTMENT OF PROJECT. UTILITY EASEMENT (/ UTILITY EASEMENT 8 GATE VALVE W - 20 11. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE PUBLIC WORKS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS- ARIES 20' S'r5, 16' tr 16'ENGINEER PRIOR TO MAKING CHANGES IN THE FIELD. OF-WAY, 15) ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, - 2'� 2 1' AIR VALVE P - 10 ,J LE° LINE CROSSINGS, LINE PARALLELING, OR PROPOSED O 13. 'AS BUILT' DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL 2°/° ^ 2,� 2' BLOW OFF P - 4 CONNECTION SHALL BE FIELD VERIFIED, ALL EXISTING OR . ti 12. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL ACCEPTANCE OF WORK. PROPOSED UTILITIES CROSSINGS OR WITHIN 10 FEET OF BE SHOWN N THE 'AS BUILT' IMPROVEMENT DRAWINGS. 41 AC / 6" CLASS II AB MIN. FIRE HYDRANT ASSEMBLY P - 1 (COMMERCIAL) PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PAVEMENT SIDEW LK SEE GENERAL NOTE #2 ALL SOURCES SHALL BE LOCATED WITHIN THE DEDICATED 14, THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS CURB & GUTTER RIGHT-OF- AY, OR WITHIN EASEMENTS DEDICATED TO THE A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE UNLESS GIVEN WRITTEN PERMISSION BY WATER DISTRICT. 4"AC/ 6" CLASS U AB MIN. PER SOIL REPORT TYPICAL SECTION Q CITY OF EN INITAS. WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL FEATHER TO MEET EXISTING PAVEMENT,MAKE V SUMMIT COVE LN . 13. CONT24CT DA2 SH44[ ECQUEST FAEOMTNEC/T-CAIGlNEE2s SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE 16) WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE TYPICAL SECTION SAW CUT AT TRANSITION TO NO SCALE 12' PVC D - 60 �=S NEW PAVEMENT W OFFICE a 'P'eECO.VSTeUCT/O,t/ MEETING �lND SHaGC DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S SUMMIT AVENUE joeov/OE or 6E45T 48 HOURS OF NOT/CE FOZ SUCH WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD FROM SATISFACTION. BACKFLOW DEVICES ARE TO BE INSTALLED NO SCALE 60 = =SD== tl MEET/Nd. THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DIRECTLY OUTSIDE CITY OR COUNTY RIGHT-OF-WAY OR OUTSIDE 24' X 24' SAN DIEGO PRECAST DRAIN OWNER, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT WATER DISTRICT EASEMENT, REPAIR, MAINTENANCE AND D IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO EXCEPTED, ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF W/ TRAFFIC GRATE W THESE PLANS, OWNER. CATCH BASIN D - 7 15, THE CONTRACTOR SHALL FURNISH AND INSTALL, PER IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE SPECIFICATIONS, THE APPROPRIATE BURIED UTILITY WARNING AND 17) MINIMUM HORIZONTAL SEPARATION OF 10' REQUIRED BETWEEN A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LINES INCLUDING FIRE HYDRANTS AND S,D.G,& E, VAULTS, CLEAN OUT D - 9 OR ADDITIONS TO '',THESE PLANS WHICH THE DIRECTOR OF PUBLIC SEWER LATERALS LOCATED IN PUBLIC RIGHT-OF-WAY. SUBDIVISION BOUNDARY — WORKS DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER 18) UTILITIES TO MAINTAIN MINIMUM 5' SEPARATION WHEN HEAD WALL D - 32 _ COMPLETION OF THE IMPROVEMENTS. PARALLELING WATER SERVICES. SD�q BROW DITCH D - 75 I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN 19) CONTRACTOR & DEVELOPER IS RESPONSIBLE TO RELOCATE ANY +I 2yl Q ON THESE PLANS 'WITHIN EXISTING CITY RIGHT-OF-WAY WITHIN 60 DECLARATION OF RESPONSIBLE CHARGE EXISTING WATER FACILITY (F. H., METERS, VALVES, VALVE LOT 1 LOT 2 LOT 3 �, Z DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO BOXES, ETC.) THAT ARE EFFECTED BY ITS PROJECT. Q / LOT 4 z — PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR ENCINITAS BLVD. I � N COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK THIS PROJECT. THAT I HAVE EXERCISED RESPONSIBLE 20) CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY SUMMIT COVE L N. �� e ASSOCI TED WITH THIS PROJECT OR UNDER MY CONTROL. CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE _tN;_ ; >.II ;;t;c� — w _ 1 SECTION 8703 OF THE BUSINESS AND PROFESSIONS CODE, DISPOSED OF IN A MANNER ACCEPTABLE BY THE SAN DIEGO BY: DATE, 41)1131 AND THAT THE DESIGN IS CONSISTENT WITH CURRENT COUNTY WASTE DIVISION. II �/� AM7B/ROSE YU VI �E PRESIDENT STANDARDS. O ?S } } + ° u/ BY:MIKKE RI ��SIDENT DATE : 4 11 �91 I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND 3 I LOT 9 LOT B LOT 7 LOT 5 0 2 N OWNER : T RACE SAVING PHONE : 213- 944-3503 SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED ADDRESS :2 75S HAWTHORNE BLVD TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS SANTA FE RD 3 Ii7 0) PROJECT ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR I M PRJECT DESIGN. SITE APN: 260-073-Oh&04 J I < ENCINITAS FIRE PROTECTION DISTRICT \ u' W Gtr pdze- 4 �� v2 m �� LEGENDI LOT 6 W DATE i /�Q __ ______ 0 \ SUBDIVISION BOUNDARY Q - //- --- ------ OF �� m LOT LINE 4 Q�OFESSIQ,� 6 _ �n a/ _7 p Z LOT NUMBER LOT 1 �® p �` Q SIGNA RE �DLATE—LL EXIST. WATERLINE --W— — tv� ��° y� m =_ P.PRO WATERLINE —W m �1'<Lil - EXIST. SEWER LINE --S- - -- CONTRACTOR TO EXPOSE AND VERIFY ALL EXISTING UNDERGROUND CARDIFF SANITATION DISTRICT \ PROP. SEWER LINE —S I OJ FACILITIES PRIOR TO SCHEDULING CONSTRUCTION AND NOTIFY PROP STORM DRAIN —SD KEY MAP 29577 DIRECTION OF FLOW EX EXP 3-31-91 I V ICI N I TY MAP PROP. MANHOLE o 1" = 100 ENGINEER OF WORK IF CONFLICTS EXIST. NO SCALE PROP. FIRE HYDRANT cP�d CIV1 �� LL W W PROP. CATCH BASIN ❑ PROP. CLEAN OUT ❑ ®� CA`�E®�� G. z SIGNATURE DATE X C DESIGNED BY DRAWN BY CHEC ED BY IG ` [ z _ REVISIONS DATE REFERENCES DATE BENCH MARK SCALE SAN DIEGUITO WATER DISTRICT DK I TJ I WP APPROVALS CITY ®F ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING N0. W Q DESCRIPTION: T0131 PLANS PREPARED UNDER SUPERVISION OF APPROVED / IMPROVEMENT PLAN FOR : - TM 88-194 LOCATION:TOP OF CULVERT 240A,.25 SE/O HORIZONTAL N/A DATE X �7 91 BY: G 0571 - R MILEPOST 239 FROM AT &SF R/W Y ENGINEER 88 -194 "Bc)RECORDED FROM: COUNTY OF SAN DIEGO Iv/A 7 __� P..C.E. NO. : 29577 C,S- I;[7 J VERTICAL CONTROL VERTICAL S-•3' NE PASCO DATE: 7— Z—g/ ELEVATION: 71.342 DATUM: U.S.G.S. SIGNATURE DATE EXP 3-31-91 WORK PROJECT No. SHEET I OF 2 PE179F F A// H S 1- Q J q=f190' I• I , g 1 C =l W C= 7. 5 Uy L 4 18 N fn 4 q -1 T 9 9 C 9 �9 /9 L/9 L/ L/ L/9 /3 �/3 18 b 41Z= q N O o F4 NS CT 89. F P /O 6 (IS e Im OR = D O 0• 135 0 I I /2' PV. /. 7. 5'./O'x/' Tr// z / .I 4.100 _ V roj O c 2 3 STORM I L F CU ' B, RE TURN RI T C R E U N I I i ' CUL E SAC -m VIC P. 70 P.Z._ 154. m -p Gf 0.r5F% 2= /7/0 V 1-41 1 tll �` 2g• � 'O � V I. h v. Q � L - 4- O F/ I N r N ti § X01 ' + N"'.. . a N� Nth + N t O K . _Lc to op H 2 is oca, 14)13 T A/ TE /UE E V4 / -�N N 17 ,,o m66iiiim Now on wiIIIII, 7• N : m won goo T7 O T6. O ! ak T 4 A _ $ 4 „ N K 4 C A/ E / E E A 0 5.' ` t p X/ TlAjG Lo F ' WTEL/ E p ` O II o 13 1 a 1 Q OF I L Es M!A/. CLEYJ A/C£ S ALE ORI[Fl- 40- ENV,/A/ „ /20M SCWE�L/A/E X� r. E ST.B" .C. . ____LL e _.. ...._. ` E /S . I!Cp 0 "' 1 2 EXIST/AJG STRUCTURE Q 27 26 25 24 ° 23 �'�52% SUMMIT COVE L N. /3� e�s S - X37,5 0 2 TO 8E REMOVED �. 1 CONSTRUCTIHN NOTES W SUMMIT AVENUE �. � 1s �' 1O CONSTRUCT 6" CONCRETE CURB AND GUTTER SCALE 1" =40' W ��Vp , �p 7 i 'i PER SAN DIEGO COUNTY STANDARD DWG. G-2 ,�� tlj OI 16 N F� E-•.% I " 18 �I NO SIDEWALK ON PRIVATE STREET. �z `� Q a �,� --I Q ��p Wi U_I -r J� F i - .� S h I-nN N Z W �'Ow F �" 1 = W~ W L- ' ; I �- ro i O` I� O2 4" AC PAVEMENT OVER 6' CLASS II AGGREGATE Q p~O F J M2 hi,� Q N bi N Qrz 3 BASE. FEATHER TO JOIN EXISTING PAVEMENT FOO G > ti ham) W U Q S N SMOOTH TRANSITION, N Q? h 12 �F W O O S W w l N4 REFLECTO,C5 ,?E,2 M-9j � O Wr�� $ cmv +~ Quwi m p 10 5'NI � O Z Q - Q a �i - - -- 5' NI s =�� `t O CONSTRUCT DRIVEWAY PER SAN DIEGO COUNTY O L:_` I i aI ml I r• Q� O 0� o� 5 2 �u L(� s 3 P.2OVIDE 5'4.C. 24MP I �- �� Imo' "R ? :N w 24 - STANDARD DWG, G-14. TO A14rU241- PEEW O� 3 � p > SlDE1V4L K F/,V/SH SU,QP4CE �n TI 0+5019 P.C.R. + 1 2 I exisr. N o NQO 6 Q W 3 W 6 ti roi0 4 INSTALL STREET NAME SIGN PER SAN DIEGO COU Y FH. i L___ MATCH LINE I 8 � � �. L. � EX/Sr. PP o 1 1 i 2 0epw DWG, DS-13. Q NI �l+27.43/?IC.2. ,(� � o w 2 N SCALE �++ 15014.(. BE2M T24A/S/T/OA1 /�/' NI 3 2 k@(� T I°PWIV4 W W 1 W 1°=40' I D?c E.P. 1� 7 10, ' 1 14 © 24 . 1.�"� C1Gyr " 4 0 24 Soa/D/EGO PaECAST O5 INSTALL STOP SIGN PER CAL TRANS STANDARD R= *<;' '.a: :: :, < EXIST. j 3 H d 024/A1 BOX W GU42D T24FPIC W .a . - 4 �_� F}{.J W pjl -. W W COVE,2 - 143.40 T.O.G. -/4/./OLc°. - w w S W S - /52 26 I 12 �'� a tl Oi S \ 2 © INSTALL CENTERLINE MONUMENT PER SAN DIEGO lk�o O COUNTY STANDARD DWG, M-10. �, ;SUMMIT N h COVE N LN-� 19 So� J 1 23 152.15 * Q� +, INSTALL SEWER MANHOLE PER CARDIFF SANITATION (n EXIST 6'4.C. 26 25 �L4- ]\� q ('�i �� SUMMIT 7 AV E �N Q� \ i_.) 1 DISTRICT STANDARD DWG, S-17. ^ 18 0-32 HE4DW4LL. I NJ \ 136.1 Z.E. O INSTALL e"Pvc SEWERLINE PER CARDIFF SANITATION - I 2 47- xrsr2"warEe x '^� v 8 tam i / -;• ..� - ._ , , , ;? 2 DISTRICT STANDARD DWG: S-4, O MET 2(# 0o)TO �_. -� L_. I COA/ST2UCT 20.00L.F. - z O BE IzEMO✓ED AUD F 4! N 3 �' /2"PV.C. @ 25.00 O 4 247.6 TO BE �� N H h V C4PPED OFF AT II::� NN BYCOA/T2aC- N+ 00 + �' F� h h v �W TOC 4nmNm ti � I � I _ 1- QJ COIF L:,.% i ! 10 INSTALL 8' GATE VALVE WITH FLxMJ W Q SUMMIT COVE LN y��- ' '-,-� ,: 0 W a� u� a I I U=•% I 18 CONSTRUCT 12' PVC PIPE PER SAN DIEGO COUNTY z N NO. OR BEARING RADIUS LENGTH REMARKS STANDARD DWG, D-60. N N� m 11 INSTALL 2' BLOWOFF PER SAN DIEGUITO WATER' N CENTERLINE DATA DISTRICT STANDARD DWG, P-4, U ,D g n tl I 19 CONSTRUCT 24' x 24' CATCH BASIN PER SAN co + + 1 A/89°5730"W 266.74' PRECAST WITH GRATED TRAFFIC COVER. Z ff 5 0002,301,16 26.00 12 INSTALL 1' AIR VENT PER SAN DIEGUITO WATER W N O I ® CONSTRUCT CLEANOUT PER SAN DIEGO COUNTY DISTRICT STANDARD DWG, P-10. 7 15 a STANDARD DWG, D-9. 13 INSTALL 8' PVC WATERLINE (CL 150). O ' (v SUMMIT AVENUE 6 1 ✓-W4TE/d MOTE : 21 CONSTRUCT CATCH BASIN PER SAN DIEGO COUNTY ° z NO. OR BEARING RADIUS LENGTH REMARKS EX4CTL0C4TiovOF S4A/ O/EGU/TO W4rE2 STANDARD DWG, D-7. 14 INSTALL MECHANICALxFLANGED 90 ELBOW AND U ^ CURB DATA 01STR/CT L!A./E /S,UOT KA/OWA/.COA/T24CT02 TO THRUST BLOCK PER SAN DIEGUITO WATER DISTRICT (n 10 CENTERLINE DATA ° „ VE21PY/,VP/ELO 4A1DA/OT/FYE,VGIA/EE.2 0FEX4CT NO. AoR BEARING RADIUS LENGTH REMARKS _ro© AJ8957'30 E 216.39 1 22 INSTALL N PARKING,FIRE LANE PER STANDARD DWG, P-11. LOC4T/O.V BEP02E COA/ST.2UCT/A/G TrIEW4TELL/A/E. pp 30023'13"W - 123.11' 21 d=257°03'47" 42.00' 188.44' " WATER DATA *SEE NOTE AT LEFT CALTRANS #R 28 F. Q d= 5°04'22" 2000.00' !77.07' _ 73-52' 21- ' 1 A/ 9°57'30"E - 22/.17' 13 15 8 FL GATE VALVE & 8" FL/MJ GATE VALVE W/ LL © d 30.00' 38.68 �SE'WE1Z NOTE O 8 O 8 FL TEE & 8 x 6 FL & RT REDUCERS. A/89°57'30"E 151.24' - ° `Z3 CONSTRUCT SIDEWALK RAMP PER ° OA/TR TOR TO VERlFY ,r�pTN OF EX/STlAIG 2 A/O'/5'S/"W 20.010' SAN DIEGO COUNTY STANDARD DWG.' SEWER 47-M.N.#3 Pe/O2 TO COAlSMUCTIOA! 30 A189°58'54"6 22/.3p' G-31. OF 7t'46 SEWER SYSTEM. IF D 1SC2EP4A/CIE6 16 INSTALL FIRE HYDRANT PER SAN DIEGUITO WATER EX/STS 8ETWEEA/ EX/ST1A1G 4A/0 P20POS450 STORM DRAIN DATA 24 811 FL/ MJ GATE VALVE RT REDUCERS. FL TEE DISTRICT DWG, P-1, (COMMERCIAL) W/8" FLANGED TEE Q CURB DATA ELEV4r101J5 W446 CO3VT24CT02 1S TOA10TIFY 10 V89°56'49"E 93.00' 18 2x8" FLx MJ ADAPTER 8, B'I x 6" FL REDUCER & z 1❑ 50°23'13"W - 76.88' 1O WC6A/G/A/EE2 OF W0129. - © d=90°25'43" 30.00' 47.35' �' 2 S O°O/'27"W 25.00' 61i FLx MJ VALVE FOR HYDRANT. CARDIFF SANITATION DISTRICT 9 d=22o55,oG,, 200.00' 80.00' p3 d=90°54'43" 30.ar 47.60' CONTRACTOR TO EXPOSE AND VERIFY ALL EXISTING UNDERGROUND O 91 d 3°46'46" 198000' 130.61' FACILITIES PRIOR TO SCHEDULING CONSTRUCTION AND NOTIFY CL 1� z SEWER DATA *SEE NOTE AT LEFT ENGINEER OF WORK IF CONFLICTS EXIST. W � 11 A/89°57'30 e - 290.00' 8 L.-I W W SIGNATURE -� DATE <U- 0- 7 Z J1 (D Q Q REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SAN DIEGUITO WATER DISTRICT DESIGNED BY D BY C c B z _ DK TJ wP APPROVALS CITY CF �NCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. W Q 0- DESCRIPTION: T 0131 PLANS PREPARED UNDER SUPERVISION OF APPROVED IMPROVEMENT PLANS •' LOCATION:TOPOFCULVERT 240A,.25SE/O HORIZONTAL 1" = 40' DATE : / 9� BY: TM 88-194 TM 88 - 194 cs- 1 - R MILE POST 239 FROM AT 8 SF R/W W ITY GINEE C�-1�/� RECORDED FROM: COUNTY OF SAN DIEGO i1`� ���"-" R.C.E. NO. : 29577 VERTICAL CONTROL VERTICALAS SHOWN 5-3-0LI WAY 44E PASCO DATE: 2- ELEVATION: 71.342 DATUM: U.S.G.S. SIGNATURE DATE EXP, 3-31-91 R.C.E. WORK PROJECT NO. SHEET 2 OF 2 PE 11779 FF