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89 PLANS FOR THE CONSTRUCTION OF DRIVE J FAAMM H s 0 CID A.B. AGGREGATE BASE RT. RIGHT i rMl7FiC 70 BE D019B A.C. ASPHALT CONCRETE S SOUTH 1. A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENICINiTAS ENGINEERING DEPARTMENT APN ASSESSOR PARCEL NUMBER S.D.R.S.D. SAN DIEGO REGIONAL STANDARD DRAWING FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. NO FEE WiLL BE CHARGED FOR PERMIT. BCR BEGIN CURVE RETURN S.D.W.D SAN DIEGUITO WATER DISTRICT 2. T14E STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THESE PLANS rA0P0� FEATURES CONC. CONCRETE SHT. SHEET c CENTERLINE STA. STATION AND AS APPROVED BY THE CiTY OF ENCINITAS. DESCRIPTION STD DWG SYM130L CS CITY OF ENCINITAS COMMUNITY TC TOP OF CURB 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL SERVICE DEPT. Np, TYPICAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. PROPERTY UNE -"" - - DET. DETAIL W WEST 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, EXISTING CONTOUR E EAST W/ WITH ECR END CURVE RETURN CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND VERT. VERTICAL EXISTING W000 RAIL FENCE EP EDGE OF PAVEMENT O AT PAVING. EXISTING BARBED WiRE FENCE EXIST. EXISTING do AN 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACRJTIES SHOWN ON THESE LIMITS OF BRUSH Y \y T. E FLOW UNE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR HORiZ, HORIZONTAL KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE EXISTING EDGE OF PAVEMENT L LENGTH PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES - - - TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD PROPOSED STORM DRAIN G-24 D -60 D -61 N LEFT OR NOT SHOWN ON THESE PLANS. 'f NORTH TYPE G CATCH BASIN D -8 ® NTS NOT TO SCALE , PCC PORTLAND CEMENT CONCRETE 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE ® PCR POINT CURB RETURN CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR MODIFIED TYPE G CATCH BASIN D -8 PW CITY OF ENCINITAS PUBLIC WORKS DEPT. WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE TYPE A STORM DRAIN CLEANOUT D -9 ® R.C.E. REGISTERED CIVIL ENGINEER NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS Nit ELECTRIC COMPANY PRIOR TO TYPE I CATCH BASIN D -29 STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HiS WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE 4" AC i? CL SS 11 BASES AP G -5 "UNDERGROUND INSTALLATIONS FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAWCUT UNE AND TRENCH RESTORATION SAN DIEGO GAS & ELECTRIC COMPANY. PER DETAIL ON THIS SHEET TELEPHONE: (800) 422 -4133 SHEET INDEX: SAWCUT AND REMOVE EXISTING PAVING AND 8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK SUBGRADE TO A DEPTH OF 12' (REPLACE NEAR COMPANY FACILITIES AND SHALL COORDINATE WORK WITH COMPANY REPRESENTATIVES. WITH 4" AC 8" CLASS II BASE). NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE SAWCUT AND REPLACE PCC DRIVEWAY G-14 L- j 5 ._ . =- .J #- _�� - - "UNDERGROUND INSTALLATIONS". FOR LOCATION OF CABLES AND . APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY. -� • i4 •,�` ' TELEPHONE: (619) 546 -3606 ' 9. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DiSTR1CT PRIOR TO _„ _`,� l' STARTING WORK NEAR COMPANY FACIUTiES AND SHALL COORDINATE HIS WORK WITH l' E COMPANY REPRESENTATIVES SURVEY CONTROL DATA NOTICE: FOR THE LOCATION OF WATER DISTRICT FACILITIES f _ n * " iN THE PROJECT AREA. �:f° ' ENCINITAS BLVD WITH p f TELEPHONE: (760) 633 -2709 NORTHING EASTiNG ELEVATION DESCRIPTION POINT 10. THE CONTRACTOR SHALL NOTIFY COX C ABLE TELEVISION PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH WI �� / k 5000.0000 5000.0000 137.56 1 ` 11 r ' A ;< COMPANY REPRESENTATIVES. 1 AP2 v �( NOTICE: FOR LOCATION OF CABLES AND APPURTENANCES 2 3992.7449 4982.0463 151.24 3 3975.7462 5640.5969 152.20 AP4 CONTACT COX CABLE TELEVISION COMPANY. 3580 5314.6667 136.28 TELEPHONE: (800) 422 -4133 4 4517. N 168.97 AP 5 J 5 5003.1611 5641.7422 11. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN 6 4481.7390 5010.1321 152.91 PK REMOVED WITHOUT PRIOR 4.3085 5740.6481 172.02 WELL MON +' �t .� �`t PLACE. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR 7 499 8 5027.3043 5316.6148 APPROVAL OF THE CITY. 143.78 CHS X - 3965.3413 5322.7861 135.85 PK µ t au 10 PK MONUMENT OR BENCH MARK WHICH 3297.1115 5323.3239 136.72 12. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY MON 11 PK /- IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED 12 2625.2142 5302.8217 142.04 5632.1343 137.79 CIVIL ENGINEER OR A LICENSED LAND SURVEYOR 2649.6768 5320.8147 157.39 _ 14 1878.3109 twlO.eA 11 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC 15 3344.8870 5649.8129 142.49 WORKS CONSTRUCTION (LATEST EDITION). THE SAN DIEGO j STANDARD SPECIAL PROVISIONS TO THE ST ANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION), AND THE SPECIAL PROVISIONS FOR THiS PROJECT. �` , 14. ALL PRIVATE IMPROVEMENTS IN THE PUBLIC RIGHT -OF -WAY DESIGNATED TO BE REMOVED SHAD_ BE v SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE MAP S REMOVE EXIST. AC PAVEMENT t , , ' }� RIGHT -OF -WAY DAMAGED BY THE CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED BY SAWCUT LI ; �+:,� , PUBLIC - THE CONTRACTOR. BEFORE OVERLAY ' " COLD PLANE �� TACK COAT EXiST1NG SURFACE? NO SCALE t, 1-1/2 AC OVERLAY TYPICAL BOTH SIDES (TYPE 111 C2 AR4000) BOTH SIDES �' ► ; .:'.:. ".. ,. '� i �� , r 4 AC (TYPE III C2- AR4000) 8" CLASS 11 AGGREGATE BASE „'- DECLARATiON OF RESPONSIBLE CHARGE: r ., CLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. THAT I INSTALL PETROMAT ._� • ! " 1 HEREB Y DECLARE CHARGE OVER THE DESIGN OF THE PROJECT AS OR EQUAL NATIVE 12' BOTH SIDES BACKFILL HAVE EXERCISED DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE (WHEN TENCHING OUTSIDE PAVED AREA - -� " - 1 3 EXCEPT WHEN NATIVE BACKFILL TO SURFACE) DESIGN IS CONSISTENT WITH CURRENT STANDARDS. } NEXT TO GUTTER I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE THEN TO UP OF 0 BEDDING CiTY OF SAN DIEGO IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME AS GUTTER ENGINEER OF WORK, OR OF MY RESPONSIBILITIES FOR PROJECT DESIGN. 8" MiN. - 12" MAX 8" MIN. - 12" MAX. (0 @b4f,�n LAWRENCE P. THORNBU GH R.C.E. 49795 DATE'; �Q yo R.C.E. EXPIRATION DATE: 9/30/00 ri�� 3/4" CRUSHED ROCK am NOIL Wo W_ N° REBUILT A EXISTING DRIVEWAYS THAT ARE REMOVED NASLAND ENGINEERING 3; EV AS A RESULT OF TRENCHING SHALL BE - Z 4740 RUFFNER STREET 4L '� 4 a ,►`� TO COMPARABLE OR BETTER CONDITIONS NASLAND E SAN DIEGO, CA 92 111 fit' 0 W � S • 619) 292 -7770 °f ��`E A TRENCH DETAIL CIVIL ENGII�EERIldG • SG • LAND PLANNING NO SCALE Z • 4740 Ruffner Street, San Dlego, Caltforaia, 92111.618- 292 -7770 Z ULti ED BY I CHECKED BY W APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. A •� REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE IMPROVEMENT PLANS FOR: PLANS PREPARED UNDER THE SUPERVISION OF APPROVED APP D SAN DIEGUITO DRIVE NORTH SIDE OF E STREET, BETWEEN _ � d L/ BY: 008 DI HWY 101 AND THE RAILROAD. HORIZONTAL: AS SHOWN DATE •Gr'-� BY: STD DISK 2.5' ABOVE GRD. O N BLDG 49795 LEROY BOD S, CE NO. 22312 ALAN D. ARCHIBALD, RCE NO. C21869 STORM DRAIN z WALL STMP N 131 -1933 EL =77.477 AS SHOWN R.C.E. NO. DATE: S Od DATE: �'IQ �� VERTICAL: LAWRENCE P. THORNBURGH EXP. 9 /30/00 WORK PROJECT NO. CMDOOB SHEET 1 OF 4 SAN DIEGUITO T RM DRAIN N.E. Job no. 199 -243.1 /sdsk /pro j/1999/199243/dwg/sht0 i } . _ - - - - W ool- 4 104 WNW 7 _ 1 + — - IbRM A m, N I tT om 1 21 _ t . B ey W UW ' EXISTING CURB AND REPLACE PAVEMENT TO W GUTTER TO REMAIN UP OF GUTTER _ PIPE LENGTH SLOPE BEARING .•► ` Q � ( + a1 48" RCP 17(.ad' 1.05 X N89'30'50 "W RCP �.0cr 1.05 X ,'S ' i� .. _... ,`• + \ \ � ' h.�'Li�n:./C.r�� 1G. �.. _....- _' �1. �.�icx_�.�sc n:JJ - '�_l `�_ . // 1 __ - iT +r BECIlm A_A - - - 3 48 RCP 196 Od 1.05 X S00'04 01 E SAWCUT LINE NO SCALE EXISTING —' A w , w 8" SEWER r- .. �.� .. .. �. ... .. .. _ .� �. <.�.\ ._..._ -77 48 RCP 310.15' 1.05 X S00'09 02 W - - - - - -- - - - - - - — - —_ - �` �5 48" RCP 210.70' 0.40 X S00'1 5'55 "E f S w EXISTING 1 SAWCUT L1 _ 18 I " RCP 23.7 15.36 X 1 ' S89'1 5'57 "E 3 -0 54 RCP I 04 I I 6 w 9 +b0s 10+00 6 6 fi t I ,, I � � 18" RCP 23.70' 5.00 X N60'09'53 "W MF. CATCH BASIN TYPE G PER RSD. D -8 EXISTING \ + -r 1 1 '� ', s ° El 18" RCP 21.70' 3.73 X S66'33'11 "E -- EXiST1l�G - � I (WATER W i I E' g Nl w CLEANOUT #4 BARS ° Y • Y ._ = ,, Y -��_ �, - Yyv �.� ; 1 1 9 48" RCP 8.00' 40.00X SOO'44'03 "W r 10 18" RCP 50.80' X S76'55'S0 "E R - 00 •• • .. • # BARS n_ Z • 0 SHAFT A -5 C.O. PER RSD. D -9 z • • 3 ° ! 1D CONSTRUCT TYPE G CATCH BASIN PER REGIONAL STD. DWGS. D -8 a 5' -0" Q gOE�.4 "'Y O CONSTRUCT TYPE D A.C. DIKE AND A.C. APRON PER REGIONAL STD. DWGS. G -5 CONSTRUCT TYPE A STORM DRAIN CLEANOUT PER REGIONAL STD. DWGS. D -9 20 0 20 40 60 80 W 4795 �c =' O4 CONSTRUCT MODIFIED TYPE G CATCH BASIN PER REGIONAL STD. DWGS. D -8, D -9 a CATCH MTM— AND DETAIL ON SHEET 2. NASLAND ENGINEERING W CI V O5 PROTECT EXISTING FENCE AND PRIVATE IMPROVEMENTS IN PLACE. Z NO SCALE SCALE 1 " = 20' '�� p CIVIL ENGIIJEERI NG • SURVEYING • LAND PLANNING ..� • Of I� O6 INSTALL 18" DEEP ROOT BARRIER (65'). REMOVE TREE ROOTS AS NECESSARY. 4740 Ruffner Street, San Diego, California, 92111.619 -292 -7770 z W NITAS ENGINEERING DEPARTMENT DRAWING NO. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE P P APPROVALS CITY OF ENCI Z •� PLANS PREPARED UNDER THE SUPERVISION OF APPROVED APP D IMPROVEMENT PLANS FOR: NORTH SIDE OF E STREET, BETWEEN � SAN DIEGUITO DRIVE p _DI HWY 101 AND THE RAILROAD. HORIZONTAL: 1" = 20' DATE: `,. t�-pu BY BY: d STD DISK 2.5' ABOVE GRD. ON BLDG LEROY BOD S CE NO. 22312 A D. ARCHIBALD RCE NO. C21869 0 WALL STMP N 131 -1933 EL =77.477 VERTICAL: 1" = 4 # LAWRENCE P. TH NBURGH R.C.E. N0. 49795 DATE: T Sp DATE: 7- 00 ' 0018 DRAIN z EXP. 9 / 30 / SHEET 2 OF 4 L* WORK PROJECT N0. CMD008 N.E. Job no. 199 -243.1 j: /sdsk /pro j/1999/199243/dwg/sht01 i . 1 . : IA ♦ I s r CAU . CXD t _. to _ r4 tW AILK HRV YA�iQI�J _ - vo3o 10 k t AV 11 N 114 WN �LEY►A P OVNV L4VAT NO' I00 - N4WN =' uA� OWN - - MOWN; V : TIQ _ oWN E vATI - A lo" [ At At W N EL - VATION ; t t I t; • r , 1 , - T 426- LL - ;5 7H Li /sdsk /pro j/1999/199243/dwg/sht01 4 4t _ • 1 • - - VE$Md 1 4' _ I 121W LU 11N, , , j II � x m, _ -t;, - . � � + --r PIPE LENGTH SLOPE BEARING i , r , El 48 RCP 177.50 1.05 X N 89'30 50 W EXISTING _ 48" RCP 374.14' 1.05 X S01 *40'05"W _ - EXISTri�r�' - S N bgWitd DRIVE , 8" TER A ; _ .,�,� M -_ — -�-� -- — ❑3 48" RCP 210.00' 1.05 X S00'04'01 "E 1 00 00 lTT� '�1 4+ - ' ' 3 I , — — — _ S AWCLIT t �I — — — � ---- + 1 �4 48 RCP 310 1.05 X S00'09 02 W — - _ _ _ _ - , f • fir . Lc� ' „i;. -.. , : "":.' ; ,'r ^+ rr+- ,,r .•... - - — — — _ NG2 � i` ....+rr Ifffir {irirGc. f+r+�� •4,�i.K” ��I'([ i ,. � / -. s– ".. ,' , > -: "' –. i '„`."'n �. ^" ^- .�., -.r. .... .,.,.,. +r+ 3.0' s w 48" RCP 210.70' 0.40 X S001 5'55 "E E w r r I 1 — -- -- --� T.,n- ...,,R. a 18 RCP 23.17 15.36X S89'15 57 w E 7 18" RCP 5.00 X t[ )7 � � ❑ 23 70' N60'09'S3 "W - _ L rz L S s � 0 3 5 48 w y � -- � � - _ .� � •_ _. _ � RCP 8.00' SW'44 r w 40.00X 03 W �� ' L � ( * , F 1 , , J \ \ r _ - - -1�, : •' __ -ice"- _ - i �$ Jd � ? - 5 $ 2 10 18" RCP 50.80' � MEET � 1 CONSTRUCT TYPE G CATCH BASIN PER REGIONAL STD. DWGS. D -8 X S76'55'50 D STF�EET Q O CONSTRUCT TYPE D A.C. DIKE AND A.C. APRON PER REGIONAL STD. DWGS. G -5 �� O3 CONSTRUCT TYPE A STORM DRAIN CLEANOUT PER REGIONAL STD. DWGS. D -9 20 0 20 40 60 so ' , c QpUL r ey O4 CONSTRUCT MODIFIED TYPE G CATCH BASIN PER REGIONAL STD. DWGS. D -8, D -9 Z MIM � �ti � = AND DETAIL ON SHEET 2. (x SCALE 1" = 20' W �' ��' R ' PROTECT EXISTING FENCE AND PRIVATE IMPROVEMENTS IN PLACE NASLAND ENGINEERING W at . l E p �i► � ;"i O Z '� O6 INSTALL 18" DEEP ROOT BARRIER (65'). REMOVE TREE ROOT'S AS NECESSARY. CIVIL ENGINEERING • SURVEYING • LAND PLANNING ,� • IV O4 4740 Ruffner Street, San Diego, California, 92111. 619- 292 -7770 Z f�l O7 CONSTRUCT TYPE I CATCH BASIN PER REGIONAL STD. DWGS. D -29. W REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SC ALE DES APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. •� NORTH SIDE OF E STREET, BETWEEN PLANS PREPARED UNDER THE SUPERVISION OF APPROVED APPR z IMPROVEMENT PLANS FOR: z HWY 101 AND THE RAILROAD. HORIZONTAL: 1" = 20' DATE: � z�-� BY: - �� -- BY: SAN DIEGUITO DRIVE p STD DISK 2.5 ABOVE GRD. ON BLDG LEROY B S 0Z',0 0 S RCE NO. 22312 ALAN D. ARCHIBALD, RCE NO. C21869 001 z VERTICAL: 1 4 WALL STMP N 131 -1933 EL= 77.477 LAWRENCE P. THORNBURGH R.C.E. NO. 49795 DATE: T DATE: � G t70 STORM DRAIN EXP. 9 / 30 / WORK PROJECT N0. 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